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ONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client ORCA OFFSHORE Issue Date 18/11/2010 Report reference number: Herm-18-Nov-10-39407 Report Prepared by: Online Marine Engineering www.transportanalysis.com Report template revision: R.1.5

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Page 1: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

ONLINE MARINE ENGINEERING

Transport Analysis Report Full Stability and Motion Analysis

Project

EXAMPLE PROJECT

Client ORCA OFFSHORE

Issue Date 18/11/2010

Report reference number: Herm-18-Nov-10-39407 Report Prepared by: Online Marine Engineering www.transportanalysis.com

Report template revision: R.1.5

Page 2: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

TRANSPORT ANALYSIS REPORT Full Stability and Motion Analysis

EXAMPLE PROJECT

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2 of 18 18/11/2010

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ENGINEERING

TABLE OF CONTENTS 1.0� GENERAL ..................................................................................................................................... 4�

1.1� Introduction ................................................................................................................................ 4�

1.2� Scope ......................................................................................................................................... 4�

1.3� Design Criteria ........................................................................................................................... 4�

1.4� Bollard pull requirement ............................................................................................................. 5�

1.5� Design Velocity .......................................................................................................................... 6�

1.6� Cargo characteristics ................................................................................................................. 6�

1.7� Barge Characteristic .................................................................................................................. 6�

1.8� Barge Longitudinal Loading ....................................................................................................... 6�

2.0� SUMMARY OF RESULTS AND CONCLUSIONS ........................................................................ 8�

2.1� Summary of Results .................................................................................................................. 8�

2.2� Conclusions ............................................................................................................................... 8�

3.0� COMPUTER MODEL .................................................................................................................... 9�

3.1� General ...................................................................................................................................... 9�

3.2� Description of the barge model .................................................................................................. 9�

4.0� HYDROSTATIC ANALYSIS ........................................................................................................ 10�

4.1� General .................................................................................................................................... 10�

4.2� Hydrostatic Results .................................................................................................................. 10�

4.3� Intact Stability Check ............................................................................................................... 10�

4.4� Damaged Stability Check ........................................................................................................ 11�

4.5� Barge Longitudinal Loading ..................................................................................................... 11�

5.0� HYDRODYNAMIC ANALYSIS .................................................................................................... 13�

5.1� General .................................................................................................................................... 13�

5.2� Single body motion response analysis .................................................................................... 13�

5.3� Bollard Pull analysis ................................................................................................................. 14�

Attachment 1: Computer Output

Page 3: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

TRANSPORT ANALYSIS REPORT Full Stability and Motion Analysis

EXAMPLE PROJECT

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References 1. “General Guidelines for Marine Transportation”. Noble Denton International Limited, Rep No.

0030/NDI/JR Rev. 4, March 2010. 2. “Code on Intact Stability”. IMO Sales number IA874E2nd edition 2002, Resolution A.749(18) as

amended by resolution MSC.75(69). 3. “Online Moses Reference Manual”, UltraMarine 4. "Characteristics for Extreme Sea States on the Norwegian Continental Shelf", Torsethaugen et. al.

(1984), Technical Report No. STF60 A84123, Norwegian Hydrodyn. Lab., Trondheim.

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TRANSPORT ANALYSIS REPORT Full Stability and Motion Analysis

EXAMPLE PROJECT

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1.0 GENERAL

1.1 Introduction This report presents a full transport analysis on request of SPT Offshore b.v. for the EXAMPLE PROJECT Project. The report presents the used input data and a full report of the analysis. This report has been created online without any human interference. The client should carefully check the input and output before the results can be used. It is the sole responsibility of the client to assure that the results are correct.

1.2 Scope The scope of this report is to present the hydrostatic characteristics of this transport. The analysis includes: • Floatation analysis • Stability check according Noble Denton • Hydrodynamic motion analysis • Bollard-pull calculation • Barge Longitudinal Loading

1.3 Design Criteria This section presents the design criteria used for the transport.

1.3.1 Floating condition, - Static heel should be smaller than 0.5 degree. - Pitch should be between 0.0 to 0.2 degree aft down.

1.3.2 Stability requirements, The criteria as recommended by Noble Denton Association (NDA), ref. 1, will be followed. The following criteria will be checked for intact and damaged condition: 1. Intact Stability

• Minimum range of intact static stability: 36 Degree • Dynamic safety factor should be larger than 1.4

Alternatively, if maximum amplitudes of motion for the transport has been derived from motion response calculations, the intact range of stability shall be not less than;

(20 + 0.8θ) degree where θ = the maximum amplitude of roll or pitch caused by the design seastate, plus the static wind heel or trim caused by the design wind, in degrees. Furthermore the IMO intact stability requirements for pontoons, ref.2, need to be adhered to as well. • Area under the righting lever curve up to the angle of maximum righting lever should not be less

than 0.08 meter-radian ( = 4.58 m.degree) • The static angle of heel due to wind with speed 30 m/s (=58.4 knot) should not exceed and heel

angle corresponding to half the freeboard. For this transport the maximum wind heel should not exceed 7.2 Degree

• The minimum range of stability should be: • For L =< 100 m PRS>20 degree • For L= > 150 m PRS>15 degree • For intermediate length PRS by interpolation • For this pontoon minimum range = 20.0 Degree

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TRANSPORT ANALYSIS REPORT Full Stability and Motion Analysis

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2. Damaged Stability The transport will be checked for one compartment stability using the following criteria:

• Minimum range of damaged static stability: 15 Degree • Dynamic safety factor should be larger than 1.4

1.3.3 Environmental conditions Design Storm For a weather unrestricted tow, the design storm for the transport shall be the 10 year return period monthly extreme storm for the planned route, reduced as appropriate for exposure of less than 30 days. The transport can also be classed as a weather restricted operations which allows the design environmental conditions to be set independent of extreme statistical data. The analysed design storm together with the planned route, duration and season determine weather this transport should be classed as restricted or unrestricted. The following conditions have been used for this analysis: Design Seastate Seastate Hs = 6.0 m, 8.8 < Tp < 13.4 sec The Tp range follows the recommendation of the Noble Denton Guideline reference 1. , To represent the seastate a Jonswap spectrum with a peak shape factor of 3.3 will be used without spreading. The following 5 headings will be used: 0 Stern 45 Quartering stern SB 90 Beam SB 135 Quartering bow SB 180 Head on MOSES will use T01 to define the seastate spectrum. The relation Tp/T01 has been based on the recommendation from Torsethagen et all, reference 4. Design Wind Intact The 1 minute mean wind velocity at 10 m above sealevel for the design storm shall be used for the overturning moment calculations. In the absence of appropriate wind data the following wind data shall be used:

• Intact condition: 100 kn • Damaged condition 50 kn

For this analysis the following wind data have been used:

• Intact Condition: 40.0 kn (1 min mean velocity @ 10 m above sealevel) • Damaged Condition: 40.0 kn (1 min mean velocity @ 10 m above sealevel)

Wind profile has been based on ABS.

1.4 Bollard pull requirement Minimum towline pull required (TPR) will be computed for zero forward speed against the following conditions acting simultaneously: • 20 m/s (40 kn)wind

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TRANSPORT ANALYSIS REPORT Full Stability and Motion Analysis

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• Hs = 5.0 m seastate • 0.5 m/s current Minimum required static bollard pull of the tug(s) will be calculated as follows: BP = TPR / Te where Te = the tug efficiency factor. For this analysis a Te of 0.75 is used.

1.5 Design Velocity The design transport velocity will be 7 kn. This value will be used to estimate the tow resistance.

1.6 Cargo characteristics The following table presents the characteristics of the cargo that has been used for this analysis. No Name Weight LCG TCG VCG Roll

Radius

Pitch Radiu

s

Length

Width Height

- Ton m m m m m m m m

1 Accom 50.0 40.00 5.00 11.00 10.00 10.00 10.00 15.00 15.00

2 S1-S8 1200.0 -7.50 0.00 5.00 10.00 25.00 50.00 25.00 10.00

3 Flare 5.0 -40.00 0.00 20.00 60.00 60.00 4.00 4.00 40.00

Total 1255.0 -5.74 0.20 5.30

Table 1.2 Cargo characteristics Legend:

LCG = Longitudinal Centre of Gravity (From Midship to aft) TCG = Transverse Centre of Gravity (From Barge centreline to Starboard) VCG = Vertical Centre of Gravity (z) (From Barge deck upwards) Roll Radius = Roll Radius of Inertia Pitch Radius = Pitch Radius of Inertia Length = Length of Cargo Width = Width of cargo

1.7 Barge Characteristic The following cargo barge have been used: Name = Barge AMT Discoverer Model name = amt_Disc Length = 91.7 m Width = 30 m Depth = 7.6 m Lightship = 2325.00 Ton with VCG at 4.40 m above keel

1.8 Barge Longitudinal Loading The barge longitudinal loading has been calculated considering the weight distribution of the barge, cargo and ballastwater and the loading due to a hogging and sagging wave.

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TRANSPORT ANALYSIS REPORT Full Stability and Motion Analysis

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The following wave has been used to calculate the longitudinal loading on the barge: Wave Length = 91.7 m Equal to the length of the barge Wave Height = 5.8 m Wave height has been based on the following empirical formula: 0.607*L^0.5 m

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TRANSPORT ANALYSIS REPORT Full Stability and Motion Analysis

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2.0 SUMMARY OF RESULTS AND CONCLUSIONS

2.1 Summary of Results The transport with the barge Barge AMT Discoverer for project EXAMPLE PROJECT has been analysed with regard to intact and damaged stability and checked against the criteria as set by ref. 1.

2.2 Conclusions The hydrostatic analysis revealed that all intact stability requirements as set by Noble Denton Association (NDA), ref. 1, have been met. The hydrostatic analysis revealed that all intact stability requirements as set by the International Maritime Organisation (IMO), ref. 2, have been met. The hydrostatic analysis revealed that all damaged stability requirements as set by Noble Denton Association (NDA), ref. 1, have been met.

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TRANSPORT ANALYSIS REPORT Full Stability and Motion Analysis

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3.0 COMPUTER MODEL

3.1 General This chapter presents the description of the model that has been used for the hydrostatic analysis of the transport. For the marine analysis, MOSES from Ultramarine, has been used. MOSES is a multipurpose marine and structural simulation computer program widely used for transport and installation design of offshore structures. See the ultramarine internet website for more information on MOSES, address is: http://www.ultramarine.com/ The computer model used for this run has been developed by Online Marine Engineering and bears revision code M.1.5.A.1.14.. The definition of the co-ordinate system for the marine analysis is as follows: Origin at barge centre, keel level and centre line. X-axis : Positive from barge bow towards stern Y-axis : Positive towards Starboard side Z-axis : Positive is upwards See figure 3.1.

Figure 3.1 Definition of marine co-ordinate system

3.2 Description of the barge model To calculate stability a single body model is used. This model consists of one rigid body composed of several compartments with the following properties: Compartment Type Remark Barge Standard Strip theory model Barge Ballast Tanks

Standard All tanks have been modelled

Table 3.1 Compartment properties The weights of all items have been modelled as point loads with correct inertia properties.

x

y

x

z

x

y

z

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TRANSPORT ANALYSIS REPORT Full Stability and Motion Analysis

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4.0 HYDROSTATIC ANALYSIS

4.1 General The scope of the hydrostatic analysis is to analyse the floating condition including intact and damaged stability of the transport.

4.2 Hydrostatic Results The following table presents the results of the hydrostatic analysis. Units Remarks Tow condition Intact Mean Draft 3.80 m Heel 0.00 Degree Trim 0.20 Degree Positive is Aft down Displacement 9717.71 Ton Barge Displacement Minimum GM 18.63 m Based on barge displacement Positive range of stability 58.00 Degree Including free surface correction Static wind angle 0.16 Degree For 40 knots wind Dynamic Safety Factor 58.87 For 40 knots wind Static wind angle 0.34 Degree For 58.4 knots wind Area up to maximum lever 86.06 m.Degree

Table 4.1 Tow condition Intact results Units Remarks Damaged tank WP6 Mean Draft 3.78 m Heel -0.23 Degree Trim 0.12 Degree Positive is Aft down Displacement 9655.34 Ton Barge Displacement Minimum GM 17.12 m Based on barge displacement Positive range of stability 58.00 Degree Including free surface correction Static wind angle -0.05 Degree For 40 knots wind Dynamic Safety Factor 56.49 Minimum freeboard 3.66 m At barge corner

Table 4.2 Tow condition Damaged tank WP6 Attachment 1 presents the detailed output of the MOSES hydrostatic analysis.

4.3 Intact Stability Check

4.3.1 NDI Guidelines The hydrostatic analysis revealed that all intact stability requirements as set by Noble Denton International (NDI), ref. 1, have been met. The following checks have been performed: Range of Stability The range of intact static stability for the transport is 58.00 degree. The minimum required range of stability is the smallest of:

36 Degree or 20+0.8*(Static wind heel + Maximum Roll) = 39.9 Degree With:

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Static wind heel = 0.2 (See table 4.1) Maximum Roll = 24.7 (Seetable 5.2)

It can be concluded that the range of stability is adequate for this transport. Wind overturning check The found area ratio for the intact condition is 58.87, which shows that the minimum requirement area ratio of 1.4 can be met.

4.3.2 IMO Criteria

The hydrostatic analysis revealed that all intact stability requirements as set IMO ref. 2, have been met. The following checks have been performed: Range of Stability The range of intact static stability for the transport is 58.00 degree. The minimum required range of stability is: 20.00 degree It can be concluded that the range of stability is adequate for this transport. Stability Curve Area Check Area under the righting lever curve up to the angle of maximum righting lever is 86.06 m.Degree. The minimum required Area is: 4.58 m.Degree It can be concluded that the Area under the righting lever curve is adequate for this transport. Wind Heel check The intact wind heel for the transport is 0.34 degree. The maximum allowed wind heel is: 7.22 degree It can be concluded that the wind heel criterion is met for this transport.

4.4 Damaged Stability Check

4.4.1 Range of Stability The range of damaged static stability for the transport is 58.00 degree. The minimum required range of stability is: 15 degree It can be concluded that the range of stability is adequate for this transport.

4.4.2 Wind overturning check The found area ratio for the damaged condition is 56.49, which shows that the minimum requirement area ratio of 1.4 can be met.

4.5 Barge Longitudinal Loading The barge longitudinal loading has been calculated considering the weight distribution of the barge, cargo and ballast water and the loading due to a hogging and sagging wave. The following Stillwater loadings have been found: Maximum bending moment = 2.75099E4 Ton.m Minimum bending moment = -102.6 Ton.m

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Maximum Shear loading = 1151.2 Ton Minimum Shear loading = -993.0 Ton The following governing loadings have been found for the Hogging and Sagging load condition: Maximum bending moment = 6.54409E4 Ton.m Maximum Shear loading = 2171.0 Ton A detailed report and plots of the longitudinal loading calculations can be found in the MOSES output included in attachment 1.

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5.0 HYDRODYNAMIC ANALYSIS

5.1 General The scope of the hydrodynamic analysis is to report motions and design transport accelerations of the platform. Section 5.2 presents the results of the single body motion analysis. Maximum responses are calculated from significant responses by using a multiplier of 1.86, which represents the most probable maximum in a 3 hour exposure period.

5.2 Roll Damping Tuning The roll damping of the vessel has been tuned using an in-house developed procedure based on a modeltest database. The Roll natural period of the transport is about: Tn = 7 sec The roll damping has been tuned at the roll natural period to a roll response of 36.2 Deg Maximum Single Amplitude. In order to achieve the required roll at the natural period the MOSES damping factor has been set to 0.3 .

5.3 Motion response analysis A full motion response analyses has been performed using the defined seastates. The following points have been used to report motions and accelerations.

ID X Y Z Location *CCOG -5.74 0.20 12.9 Total Cargo Centre of Gravity *POI1 145.00 15.00 19.6 User defined point *POI2 0.00 0.00 27.6 User defined point Table 5.1 Report point in marine co-ordinates The following table presents the maximum single amplitude motions of each degree of freedom of all seastates per heading for report point *CCOG:

Heading Surge Sway Heave Roll Pitch Yaw m m m deg deg deg 0 3.15 0.02 7.37 0.09 9.12 0.00

45 2.37 2.86 7.99 8.33 8.59 3.57

90 0.04 4.64 6.16 24.72 0.09 0.11

135 2.38 2.81 6.26 8.20 8.61 3.56

180 3.15 0.02 6.84 0.09 9.14 0.00

225 2.38 2.80 7.44 8.32 8.62 3.56

270 0.03 4.64 5.62 24.72 0.05 0.11

315 2.38 2.86 6.77 8.21 8.58 3.57

Table 5.2 Summary of motions based on Most probable 3 hour maximums single amplitudes A detailed report of the motions and all report points can be found in the MOSES output included in attachment 2 in the reports called “MOTION STATISTICS”. The following table presents the governing accelerations loadcases for each heading, selected from

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the analysed seastates per heading for report point *CCOG::

Heading Surge Sway Heave Roll Pitch Yaw m/s² m/s² m/s² deg/s² deg/s² deg/s² 0 1.73 0.03 3.49 0.06 4.29 0.00

45 1.62 2.30 4.13 4.27 4.59 1.87

90 0.04 7.68 3.53 17.17 0.08 0.08

135 1.62 1.92 3.06 4.19 4.61 1.86

180 1.72 0.03 2.88 0.06 4.31 0.00

225 1.68 1.92 3.68 4.27 4.62 1.86

270 0.02 7.68 2.67 17.17 0.05 0.08

315 1.70 2.24 3.49 4.20 4.59 1.87

Table 5.3 Summary of maximum accelerations based on Most probable 3 hour maximums for report point *CCOG. The accelerations reported in tabel 5.3 include the static gravity component due to roll and pitch. A detailed report of the accelerations for all report points can be found in attachment 1.

5.4 Bollard Pull analysis Minimum towline pull required (TPR) has been computed for zero forward speed against the following conditions acting simultaneously: • 20 m/s (40 kn)wind • Hs = 5.0 m seastate • 0.5 m/s current TPR = 54.3 Ton Minimum required static bollard pull of the tug(s) will be calculated as follows: BP = TPR / Te where Te = the tug efficiency factor. For this analysis a Te of 0.75 is used. BP = 54.3/ 0.75 = 72.4 Ton For the design speed of 7.0 kn, the drag at transport draft is: 78.4 Ton. The Froude number at this speed is FR = v/(g.L)^0.5 = 0.12 . For Froude numbers large than 0.11 wave resistance will start to dominate and should be added to the above reported drag resistance to find the total resistance during tow at the design speed. A detailed report of the bollard pull calculations can be found in the MOSES output included in attachment 1.

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ATTACHMENT 1: CARGO ACELLERATION TABLES

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Heading Surge Sway Heave Roll Pitch Yaw

m/s² m/s² m/s² deg/s² deg/s² deg/s² 0 1.7 0.0 3.5 0.1 4.3 0.0 45 1.6 2.3 4.1 4.3 4.6 1.9 90 0.0 7.7 3.5 17.2 0.1 0.1 135 1.6 1.9 3.1 4.2 4.6 1.9 180 1.7 0.0 2.9 0.1 4.3 0.0 225 1.7 1.9 3.7 4.3 4.6 1.9 270 0.0 7.7 2.7 17.2 0.0 0.1 315 1.7 2.2 3.5 4.2 4.6 1.9

Cargo item Name: Accom Cargo item CoG: 40.00, 5.00, 11.00 Table A.1 Accelerations at Cargo CoG

Heading Surge Sway Heave Roll Pitch Yaw m/s² m/s² m/s² deg/s² deg/s² deg/s² 0 1.3 0.0 1.1 0.1 4.3 0.0 45 1.2 1.2 1.6 4.3 4.6 1.9 90 0.0 5.8 2.7 17.2 0.1 0.1 135 1.2 1.2 1.7 4.2 4.6 1.9 180 1.3 0.0 1.3 0.1 4.3 0.0 225 1.2 1.3 1.7 4.3 4.6 1.9 270 0.0 5.8 2.7 17.2 0.0 0.1 315 1.2 1.1 1.6 4.2 4.6 1.9

Cargo item Name: S1-S8 Cargo item CoG: -7.50, 0.00, 5.00 Table A.2 Accelerations at Cargo CoG

Heading Surge Sway Heave Roll Pitch Yaw m/s² m/s² m/s² deg/s² deg/s² deg/s² 0 2.4 0.0 2.8 0.1 4.3 0.0 45 2.4 2.4 3.3 4.3 4.6 1.9 90 0.0 10.3 2.7 17.2 0.1 0.1 135 2.4 2.7 3.8 4.2 4.6 1.9 180 2.4 0.0 3.4 0.1 4.3 0.0 225 2.4 2.8 3.8 4.3 4.6 1.9 270 0.0 10.3 2.7 17.2 0.0 0.1 315 2.4 2.4 3.3 4.2 4.6 1.9

Cargo item Name: Flare Cargo item CoG: -40.00, 0.00, 20.00 Table A.3 Accelerations at Cargo CoG

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ATTACHMENT 2: COMPUTER OUTPUT

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Page 1 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Modeled weights * * * ***************************************************************************************************************

+++ B U O Y A N C Y A N D W E I G H T F O R M O D E L +++ =================================================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Results Are Reported In Body System

Draft = 0.00 Roll Angle = 0.00 Pitch Angle = 0.00

Wet Radii Of Gyration About CG

K-X = 10.92 K-Y = 27.08 K-Z = 26.77

/-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- --------

---------------- Part AMT_DISC ------------ ---------------- Part CARGO1 ------------ LOAD_GRO 50.00 40.12 5.00 18.60 ---------------- Part CARGO2 ------------ LOAD_GRO 1200.00 -7.38 0.00 12.60 ---------------- Part CARGO3 ------------ LOAD_GRO 5.00 -39.88 0.00 27.60 ---------------- Part LIGHTSHI ------------ LOAD_GRO 2325.00 1.51 0.00 4.40 ---------------- Part MODEL ------------ ======== ======== ======= ======= ======= Total 3580.00 -0.99 0.07 7.38 Buoyancy 0.30 0.29 0.00 0.00

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Page 2 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Modeled weights * * * ***************************************************************************************************************

+++ C A T E G O R Y S T A T U S F O R S E L E C T E D P A R T S +++ ===========================================================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Results Are Reported In The Part System

Weight Buoyancy /--- Center of Gravity --/ Category Factor Factor Weight X Y Z Buoyancy --------- --------- --------- -------- --------- --------- --------- ---------

ACCOM 1.000 1.000 50.00 0.00 0.00 0.00 0.00 FLARE 1.000 1.000 5.00 -80.00 -5.00 9.00 0.00 L_SHIP 1.000 1.000 2325.00 -38.61 -5.00 -14.20 0.00 S1-S8 1.000 1.000 1200.00 -47.50 -5.00 -6.00 0.00 ======== ========= ========= ========= ========= TOTAL 3580.00 -41.11 -4.93 -11.22 0.00

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Page 3 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Barge Hydrostatic Model check * * * ***************************************************************************************************************

+++ H Y D R O S T A T I C P R O P E R T I E S +++ ===================================================

For Body MODEL

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- Condition ---//- Displac-/ /-- Center Of Buoyancy --// W.P. / /C. Flotation / /---- Metacentric Heights ----/ Draft Trim Roll M-Tons ---X--- ---Y--- ---Z--- Area ---X--- ---Y--- -KMT- -KML- -BMT- -BML-

0.00 0.00 0.00 0.30 0.29 0.00 0.00 2285 0.29 0.00 99999.99 99999.99 99999.99 99999.99 0.20 0.00 0.00 471.92 0.19 0.00 0.10 2317 0.08 0.00 389.60 2422.64 389.50 2422.54 0.40 0.00 0.00 949.89 0.09 0.00 0.20 2345 -0.08 0.00 196.09 1248.65 195.88 1248.45 0.60 0.00 0.00 1432.83 0.02 0.00 0.30 2368 -0.14 0.00 131.39 851.63 131.09 851.33 0.80 0.00 0.00 1920.32 -0.03 0.00 0.40 2390 -0.19 0.00 99.13 653.62 98.72 653.21 1.00 0.00 0.00 2412.30 -0.07 0.00 0.50 2411 -0.23 0.00 79.79 534.33 79.28 533.83 1.20 0.00 0.00 2908.37 -0.10 0.00 0.61 2430 -0.25 0.00 66.90 454.21 66.29 453.60 1.40 0.00 0.00 3408.42 -0.12 0.00 0.71 2450 -0.26 0.00 57.73 397.14 57.02 396.44 1.60 0.00 0.00 3912.47 -0.14 0.00 0.81 2469 -0.27 0.00 50.88 354.48 50.07 353.67 1.80 0.00 0.00 4420.51 -0.15 0.00 0.91 2489 -0.29 0.00 45.58 321.40 44.66 320.49 2.00 0.00 0.00 4932.55 -0.17 0.00 1.01 2508 -0.30 0.00 41.35 295.03 40.34 294.02 2.20 0.00 0.00 5448.58 -0.18 0.00 1.12 2528 -0.32 0.00 37.92 273.54 36.80 272.43 2.40 0.00 0.00 5968.60 -0.19 0.00 1.22 2547 -0.33 0.00 35.08 255.71 33.86 254.49 2.60 0.00 0.00 6492.61 -0.21 0.00 1.32 2567 -0.34 0.00 32.68 240.68 31.36 239.36 2.80 0.00 0.00 7020.62 -0.22 0.00 1.43 2586 -0.36 0.00 30.65 227.86 29.22 226.43 3.00 0.00 0.00 7552.62 -0.23 0.00 1.53 2606 -0.37 0.00 28.90 216.81 27.37 215.28 3.20 0.00 0.00 8088.61 -0.24 0.00 1.64 2625 -0.38 0.00 27.38 207.19 25.75 205.55 3.40 0.00 0.00 8628.60 -0.25 0.00 1.74 2645 -0.40 0.00 26.05 198.75 24.31 197.01 3.60 0.00 0.00 9172.58 -0.26 0.00 1.84 2664 -0.41 0.00 24.88 191.30 23.04 189.46 3.80 0.00 0.00 9720.55 -0.26 0.00 1.95 2683 -0.42 0.00 23.85 184.68 21.90 182.73 4.00 0.00 0.00 10272.52 -0.27 0.00 2.05 2703 -0.44 0.00 22.93 178.76 20.87 176.70 4.20 0.00 0.00 10828.48 -0.28 0.00 2.16 2722 -0.45 0.00 22.10 173.44 19.95 171.28 4.40 0.00 0.00 11388.43 -0.29 0.00 2.26 2742 -0.47 0.00 21.36 168.64 19.10 166.38 4.60 0.00 0.00 11952.35 -0.30 0.00 2.37 2760 -0.46 0.00 20.69 164.05 18.32 161.68 4.80 0.00 0.00 12518.95 -0.30 0.00 2.47 2769 -0.30 0.00 20.02 158.41 17.55 155.94 5.00 0.00 0.00 13087.47 -0.30 0.00 2.58 2779 -0.15 0.00 19.42 153.25 16.84 150.67 5.20 0.00 0.00 13657.89 -0.29 0.00 2.69 2787 -0.01 0.00 18.87 148.39 16.19 145.70 5.40 0.00 0.00 14229.09 -0.28 0.00 2.79 2787 -0.01 0.00 18.33 142.64 15.54 139.85 5.60 0.00 0.00 14800.29 -0.27 0.00 2.89 2787 -0.01 0.00 17.83 137.35 14.94 134.46 5.80 0.00 0.00 15371.50 -0.26 0.00 3.00 2787 -0.01 0.00 17.38 132.46 14.38 129.46 6.00 0.00 0.00 15942.70 -0.25 0.00 3.10 2787 -0.01 0.00 16.97 127.92 13.87 124.82 6.20 0.00 0.00 16513.90 -0.24 0.00 3.21 2787 -0.01 0.00 16.60 123.71 13.39 120.50 6.40 0.00 0.00 17085.11 -0.23 0.00 3.31 2787 -0.01 0.00 16.25 119.79 12.94 116.48 6.60 0.00 0.00 17656.31 -0.23 0.00 3.41 2787 -0.01 0.00 15.94 116.12 12.52 112.71 6.80 0.00 0.00 18227.51 -0.22 0.00 3.52 2787 -0.01 0.00 15.65 112.69 12.13 109.18 7.00 0.00 0.00 18798.72 -0.21 0.00 3.62 2787 -0.01 0.00 15.38 109.48 11.76 105.86 7.20 0.00 0.00 19369.92 -0.21 0.00 3.72 2787 -0.01 0.00 15.14 106.46 11.42 102.74 7.40 0.00 0.00 19941.12 -0.20 0.00 3.82 2787 -0.01 0.00 14.91 103.62 11.09 99.79 7.60 0.00 0.00 20512.32 -0.20 0.00 3.93 2787 -0.01 0.00 14.71 100.94 10.78 97.01 7.80 0.00 0.00 20569.79 -0.20 0.00 3.94 0 0.00 0.00 3.94 3.94 0.00 0.00

Page 22: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 4 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Barge Hydrostatic Model check * * * ***************************************************************************************************************

+++ H Y D R O S T A T I C C O E F F I C I E N T S +++ =======================================================

For Body MODEL

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Wetted Load To Change /----- For 0 KG -----/ /--- Condition ---/ Displacement Surface Draft 1 MM Moment To Change .01 Deg Draft Trim Roll ------------ --------- -------------- --- Heel --- --- Trim ---

0.00 0.00 0.00 0.30 2285.4 2.34 31.64 191.51 0.20 0.00 0.00 471.92 2349.8 2.37 32.08 199.53 0.40 0.00 0.00 949.89 2411.7 2.40 32.47 206.98 0.60 0.00 0.00 1432.83 2467.9 2.43 32.78 212.90 0.80 0.00 0.00 1920.32 2524.5 2.45 33.09 218.93 1.00 0.00 0.00 2412.30 2580.3 2.47 33.38 224.76 1.20 0.00 0.00 2908.37 2635.1 2.49 33.65 230.25 1.40 0.00 0.00 3408.42 2690.1 2.51 33.92 235.83 1.60 0.00 0.00 3912.47 2745.3 2.53 34.19 241.50 1.80 0.00 0.00 4420.51 2800.9 2.55 34.46 247.27 2.00 0.00 0.00 4932.55 2856.6 2.57 34.73 253.12 2.20 0.00 0.00 5448.58 2912.7 2.59 35.00 259.06 2.40 0.00 0.00 5968.60 2969.0 2.61 35.27 265.10 2.60 0.00 0.00 6492.61 3025.5 2.63 35.54 271.23 2.80 0.00 0.00 7020.62 3082.3 2.65 35.81 277.46 3.00 0.00 0.00 7552.62 3139.4 2.67 36.08 283.77 3.20 0.00 0.00 8088.61 3196.7 2.69 36.35 290.19 3.40 0.00 0.00 8628.60 3254.2 2.71 36.62 296.70 3.60 0.00 0.00 9172.58 3312.0 2.73 36.89 303.30 3.80 0.00 0.00 9720.55 3370.1 2.75 37.16 310.01 4.00 0.00 0.00 10272.52 3428.5 2.77 37.43 316.81 4.20 0.00 0.00 10828.48 3487.0 2.79 37.70 323.71 4.40 0.00 0.00 11388.43 3545.9 2.81 37.97 330.71 4.60 0.00 0.00 11952.35 3604.2 2.83 38.22 337.28 4.80 0.00 0.00 12518.95 3657.7 2.84 38.34 340.71 5.00 0.00 0.00 13087.47 3711.3 2.85 38.47 344.17 5.20 0.00 0.00 13657.89 3764.6 2.86 38.59 347.32 5.40 0.00 0.00 14229.09 3813.4 2.86 38.59 347.32 5.60 0.00 0.00 14800.29 3862.2 2.86 38.59 347.32 5.80 0.00 0.00 15371.50 3910.9 2.86 38.59 347.32 6.00 0.00 0.00 15942.70 3959.7 2.86 38.59 347.32 6.20 0.00 0.00 16513.90 4008.5 2.86 38.59 347.32 6.40 0.00 0.00 17085.11 4057.2 2.86 38.59 347.32 6.60 0.00 0.00 17656.31 4106.0 2.86 38.59 347.32 6.80 0.00 0.00 18227.51 4154.8 2.86 38.59 347.32 7.00 0.00 0.00 18798.72 4203.5 2.86 38.59 347.32 7.20 0.00 0.00 19369.92 4252.3 2.86 38.59 347.32 7.40 0.00 0.00 19941.12 4301.1 2.86 38.59 347.32 7.60 0.00 0.00 20512.32 5615.8 2.86 38.59 347.32 7.80 0.00 0.00 20569.79 8441.0 0.00 0.00 0.00

Page 23: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 5 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Barge Compartments * * * ***************************************************************************************************************

+++ C O M P A R T M E N T P R O P E R T I E S +++ ===================================================

Results Are Reported In Body System

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Fill Specific /--- Ballast ---/ /------ % Full --------/ Sounding Name Type Gravity Maximum Current Max. Min. Curr. --------

CP2 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CP3 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CP4 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CP5 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CS2 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CS3 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CS4 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 CS5 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 P1 CORRECT 1.0247 830.5 0.0 0.00 0.00 0.00 0.000 S1 CORRECT 1.0247 830.5 0.0 0.00 0.00 0.00 0.000 WP2 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WP3 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WP4 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WP5 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WP6 CORRECT 1.0247 828.8 0.0 0.00 0.00 0.00 0.000 WS2 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WS3 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WS4 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WS5 CORRECT 1.0247 939.3 0.0 0.00 0.00 0.00 0.000 WS6 CORRECT 1.0247 828.8 0.0 0.00 0.00 0.00 0.000

Page 24: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 6 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * BALLAST TANKS * * * ***************************************************************************************************************

+++ B U O Y A N C Y A N D W E I G H T F O R M O D E L +++ =================================================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Results Are Reported In Body System

Draft = 3.80 Roll Angle = 0.00 Pitch Angle = 0.20

Wet Radii Of Gyration About CG

K-X = 10.50 K-Y = 25.72 K-Z = 25.80

GMT = 18.63 GML = 173.22

/-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- --------

---------------- Part AMT_DISC ------------ --- Contents --- CP2 247.54 -27.64 -3.81 1.00 2.01 26.35 CP3 287.00 -11.55 -3.81 1.16 2.33 30.55 CP4 326.47 4.55 -3.81 1.32 2.65 34.76 CP5 365.94 20.64 -3.81 1.48 2.97 38.96 CS2 246.30 -27.64 3.81 1.00 2.00 26.22 CS3 285.77 -11.55 3.81 1.16 2.32 30.42 CS4 325.24 4.55 3.81 1.32 2.64 34.62 CS5 364.70 20.64 3.81 1.48 2.96 38.83 P1 217.98 -38.29 -7.62 2.25 3.48 26.25 S1 215.51 -38.27 7.62 2.24 3.46 25.95 WP2 248.77 -27.64 -11.43 1.01 2.02 26.48 WP3 288.24 -11.55 -11.43 1.17 2.34 30.69 WP4 327.71 4.55 -11.43 1.33 2.66 34.89 WP5 367.18 20.64 -11.43 1.49 2.98 39.09 WP6 405.01 34.96 -11.43 2.38 4.35 48.87 WS2 245.06 -27.64 11.43 0.99 1.99 26.09 WS3 284.53 -11.55 11.43 1.15 2.31 30.29 WS4 324.00 4.55 11.43 1.31 2.63 34.49 WS5 363.47 20.64 11.43 1.47 2.95 38.69 WS6 401.29 34.94 11.43 2.37 4.32 48.42 ---------------- Part CARGO1 ------------ LOAD_GRO 50.00 40.12 5.00 18.60 ---------------- Part CARGO2 ------------ LOAD_GRO 1200.00 -7.38 0.00 12.60 ---------------- Part CARGO3 ------------ LOAD_GRO 5.00 -39.88 0.00 27.60 ---------------- Part LIGHTSHI ------------ LOAD_GRO 2325.00 1.51 0.00 4.40 ---------------- Part MODEL ------------ ======== ======== ======= ======= ======= Total 9717.71 0.37 0.00 3.65 Buoyancy 9717.71 0.37 0.00 1.95

Page 25: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 7 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * BALLAST TANKS * * * ***************************************************************************************************************

+++ C O M P A R T M E N T P R O P E R T I E S +++ ===================================================

Results Are Reported In Body System

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Fill Specific /--- Ballast ---/ /------ % Full --------/ Sounding Name Type Gravity Maximum Current Max. Min. Curr. --------

CP2 CORRECT 1.0247 939.3 247.5 26.35 0.00 26.35 2.009 CP3 CORRECT 1.0247 939.3 287.0 30.55 0.00 30.55 2.329 CP4 CORRECT 1.0247 939.3 326.5 34.76 0.00 34.76 2.649 CP5 CORRECT 1.0247 939.3 365.9 38.96 0.00 38.96 2.970 CS2 CORRECT 1.0247 939.3 246.3 26.22 0.00 26.22 1.999 CS3 CORRECT 1.0247 939.3 285.8 30.42 0.00 30.42 2.319 CS4 CORRECT 1.0247 939.3 325.2 34.62 0.00 34.62 2.639 CS5 CORRECT 1.0247 939.3 364.7 38.83 0.00 38.83 2.960 P1 CORRECT 1.0247 830.5 218.0 26.25 0.00 26.25 3.484 S1 CORRECT 1.0247 830.5 215.5 25.95 0.00 25.95 3.463 WP2 CORRECT 1.0247 939.3 248.8 26.48 0.00 26.48 2.019 WP3 CORRECT 1.0247 939.3 288.2 30.69 0.00 30.69 2.339 WP4 CORRECT 1.0247 939.3 327.7 34.89 0.00 34.89 2.659 WP5 CORRECT 1.0247 939.3 367.2 39.09 0.00 39.09 2.980 WP6 CORRECT 1.0247 828.8 405.0 48.87 0.00 48.87 4.346 WS2 CORRECT 1.0247 939.3 245.1 26.09 0.00 26.09 1.989 WS3 CORRECT 1.0247 939.3 284.5 30.29 0.00 30.29 2.309 WS4 CORRECT 1.0247 939.3 324.0 34.49 0.00 34.49 2.629 WS5 CORRECT 1.0247 939.3 363.5 38.69 0.00 38.69 2.950 WS6 CORRECT 1.0247 828.8 401.3 48.42 0.00 48.42 4.316

Page 26: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client
Page 27: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 2

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Intact Stability check with Vessel amt_Disc L= 91.70m B= 30m D= 7.60m

Page 28: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 3

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Intact Stability check with Vessel amt_Disc L= 91.70m B= 30m D= 7.60m

Page 29: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 4

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Intact Stability check with Vessel amt_Disc L= 91.70m B= 30m D= 7.60m

Page 30: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 5

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Intact Stability check with Vessel amt_Disc L= 91.70m B= 30m D= 7.60m

Page 31: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 6

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

BALLAST TANKS

Page 32: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 7

CP2

CP3

CP4

CP5

CS2

CS3

CS4

CS5

P1

S1

WP2

WP3

WP4

WP5

WP6

WS2

WS3

WS4

WS5

WS6

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

BALLAST TANKS

Page 33: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 8

CP2 26.4%

CP3 30.6%

CP4 34.8%

CP5 39.0%

CS2 26.2%

CS3 30.4%

CS4 34.6%

CS5 38.8%

P1 26.2%

S1 26.0%

WP2 26.5%

WP3 30.7%

WP4 34.9%

WP5 39.1%

WP6 48.9%

WS2 26.1%

WS3 30.3%

WS4 34.5%

WS5 38.7%

WS6 48.4%

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

BALLAST PLAN VESSEL amt_Disc L= 91.70m B= 30m D= 7.60m

Page 34: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 1 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Barge Stillwater Longitudinal strength check * * * ***************************************************************************************************************

+++ L O N G I T U D I N A L S T R E N G T H R E S U L T S +++ =================================================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Allowable Stress = 1.00 Mpa

Allowable Deflection = 1.00 MM

Longitudinal Shear Bending B. Stress/ Deflection/ Location Force Moment Allowable Allowable -------------- -------------- -------------- -------------- --------------

0.00 0 0 0.0000 0.0000 3.05 23 48 0.0000 0.0000 3.85 50 78 0.0000 0.0000 6.10 79 235 0.0000 0.0000 7.32 114 355 0.0000 0.0000 7.85 131 421 0.0000 0.0000 8.53 148 517 0.0000 0.0000 9.50 168 671 0.0000 0.0000 10.00 174 756 0.0000 0.0000 13.35 356 1643 0.0000 0.0000 15.24 413 2370 0.0000 0.0000 26.10 745 8667 0.0000 0.0000 30.48 840 12139 0.0000 0.0000 42.20 1103 23541 0.0000 0.0000 45.72 1151 27510 0.0000 0.0000 58.30 -992 17433 0.0000 0.0000 60.96 -977 14811 0.0000 0.0000 63.35 -961 12493 0.0000 0.0000 74.40 -628 3713 0.0000 0.0000 76.20 -555 2644 0.0000 0.0000 80.85 -296 625 0.0000 0.0000 83.00 -154 135 0.0000 0.0000 83.52 -118 64 0.0000 0.0000 87.48 46 -102 0.0000 0.0000 90.85 7 -1 0.0000 0.0000 91.44 0 0 0.0000 0.0000

Page 35: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 2 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Barge Longitudinal strength check - Hogging Wave * * * ***************************************************************************************************************

+++ L O N G I T U D I N A L S T R E N G T H R E S U L T S +++ =================================================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Static Wave Length = 91.70 Steep = 15.78 Crest Loc. = 45.8

Allowable Stress = 1.00 Mpa

Allowable Deflection = 1.00 MM

Longitudinal Shear Bending B. Stress/ Deflection/ Location Force Moment Allowable Allowable -------------- -------------- -------------- -------------- --------------

0.00 -393 0 0.0000 0.0000 3.05 -390 -1165 0.0000 0.0000 3.85 -409 -1486 0.0000 0.0000 6.10 -508 -2506 0.0000 0.0000 7.32 -572 -3163 0.0000 0.0000 7.85 -597 -3476 0.0000 0.0000 8.53 -633 -3898 0.0000 0.0000 9.50 -673 -4528 0.0000 0.0000 10.00 -699 -4871 0.0000 0.0000 13.35 -725 -7260 0.0000 0.0000 15.24 -786 -8690 0.0000 0.0000 26.10 -458 -15447 0.0000 0.0000 30.48 -365 -17254 0.0000 0.0000 42.20 815 -14611 0.0000 0.0000 45.72 1138 -11173 0.0000 0.0000 58.30 -10 -15158 0.0000 0.0000 60.96 214 -14889 0.0000 0.0000 63.35 233 -14355 0.0000 0.0000 74.40 579 -9856 0.0000 0.0000 76.20 654 -8747 0.0000 0.0000 80.85 623 -5814 0.0000 0.0000 83.00 630 -4470 0.0000 0.0000 83.52 635 -4144 0.0000 0.0000 87.48 517 -1841 0.0000 0.0000 90.85 433 -252 0.0000 0.0000 91.44 426 0 0.0000 0.0000

Page 36: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 3 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Barge Longitudinal strength check - Sagging Wave * * * ***************************************************************************************************************

+++ L O N G I T U D I N A L S T R E N G T H R E S U L T S +++ =================================================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Static Wave Length = 91.70 Steep = 15.78 Crest Loc. = 0.0

Allowable Stress = 1.00 Mpa

Allowable Deflection = 1.00 MM

Longitudinal Shear Bending B. Stress/ Deflection/ Location Force Moment Allowable Allowable -------------- -------------- -------------- -------------- --------------

0.00 71 0 0.0000 0.0000 3.05 348 668 0.0000 0.0000 3.85 444 986 0.0000 0.0000 6.10 667 2246 0.0000 0.0000 7.32 801 3142 0.0000 0.0000 7.85 860 3587 0.0000 0.0000 8.53 930 4199 0.0000 0.0000 9.50 1010 5137 0.0000 0.0000 10.00 1047 5651 0.0000 0.0000 13.35 1437 9812 0.0000 0.0000 15.24 1612 12694 0.0000 0.0000 26.10 1949 32040 0.0000 0.0000 30.48 2045 40788 0.0000 0.0000 42.20 1392 60943 0.0000 0.0000 45.72 1164 65441 0.0000 0.0000 58.30 -1974 49265 0.0000 0.0000 60.96 -2170 43751 0.0000 0.0000 63.35 -2157 38578 0.0000 0.0000 74.40 -1837 16514 0.0000 0.0000 76.20 -1766 13268 0.0000 0.0000 80.85 -1216 6292 0.0000 0.0000 83.00 -941 3967 0.0000 0.0000 83.52 -872 3500 0.0000 0.0000 87.48 -379 995 0.0000 0.0000 90.85 -154 78 0.0000 0.0000 91.44 -107 0 0.0000 0.0000

Page 37: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 4 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Intact Stability check NDI Guidelines * * * ***************************************************************************************************************

+++ R I G H T I N G A R M R E S U L T S +++ ===============================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Moment Scaled By 9717.71, KG = 3.65, and Wind Speed = 40 Knots

Initial: Roll = 0.00, Trim = 0.00 Deg.

Arms About Axis Yawed 0.0 Deg From Vessel X

/----- Condition -----/ /-- Min. Height --/ /--- Righting ---/ /--- Heeling ---/ Area Net Draft Roll Trim W Tight NW Tight Arm Area Arm Area Ratio Arm

3.80 0.00 0.20 0.00 0.00 0.00 0.00 0.05 0.00 0.00 -0.052 3.80 2.00 0.20 0.00 0.00 0.65 0.65 0.05 0.11 6.14 0.597 3.78 4.00 0.20 0.00 0.00 1.30 2.60 0.05 0.21 12.15 1.248 3.76 6.00 0.20 0.00 0.00 1.96 5.86 0.06 0.33 18.01 1.901 3.74 8.00 0.20 0.00 0.00 2.61 10.43 0.06 0.44 23.73 2.554 3.70 10.00 0.20 0.00 0.00 3.27 16.31 0.06 0.56 29.25 3.209 3.66 12.00 0.20 0.00 0.00 3.93 23.51 0.06 0.68 34.60 3.868 3.62 14.00 0.20 0.00 0.00 4.59 32.03 0.06 0.80 39.82 4.529 3.55 16.00 0.20 0.00 0.00 5.12 41.75 0.06 0.93 44.76 5.053 3.49 18.00 0.20 0.00 0.00 5.44 52.30 0.07 1.06 49.15 5.369 3.41 20.00 0.20 0.00 0.00 5.62 63.35 0.07 1.20 52.84 5.550 3.34 22.00 0.20 0.00 0.00 5.71 74.68 0.07 1.34 55.87 5.638 3.26 24.00 0.20 0.00 0.00 5.73 86.12 0.07 1.48 58.29 5.662 3.17 26.00 0.20 0.00 0.00 5.71 97.56 0.07 1.62 60.18 5.637 3.08 28.00 0.20 0.00 0.00 5.65 108.92 0.07 1.77 61.62 5.573 2.99 30.00 0.20 0.00 0.00 5.55 120.12 0.08 1.92 62.67 5.479 2.89 32.00 0.20 0.00 0.00 5.44 131.11 0.08 2.07 63.40 5.361 2.79 34.00 0.20 0.00 0.00 5.30 141.85 0.08 2.22 63.86 5.222 2.69 36.00 0.20 0.00 0.00 5.14 152.29 0.08 2.38 64.11 5.066 2.59 38.00 0.20 0.00 0.00 4.97 162.41 0.08 2.53 64.17 4.895 2.48 40.00 0.20 0.00 0.00 4.79 172.17 0.08 2.69 64.07 4.713 2.36 42.00 0.20 0.00 0.00 4.60 181.56 0.08 2.84 63.83 4.521 2.25 44.00 0.20 0.00 0.00 4.40 190.56 0.08 3.00 63.47 4.319 2.13 46.00 0.20 0.00 0.00 4.19 199.15 0.08 3.16 63.02 4.109 2.01 48.00 0.20 0.00 0.00 3.97 207.30 0.08 3.32 62.48 3.891 1.89 50.00 0.20 0.00 0.00 3.75 215.02 0.08 3.48 61.87 3.667 1.76 52.00 0.20 0.00 0.00 3.51 222.28 0.08 3.63 61.20 3.435 1.63 54.00 0.20 0.00 0.00 3.28 229.07 0.08 3.79 60.48 3.198 1.51 56.00 0.20 0.00 0.00 3.03 235.38 0.08 3.94 59.72 2.956 1.37 58.00 0.20 0.00 0.00 2.79 241.19 0.08 4.09 58.91 2.710

Page 38: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 5 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Intact Stability check NDI Guidelines * * * ***************************************************************************************************************

+++ S T A B I L I T Y S U M M A R Y +++ =========================================

The Following Intact Condition ============================== Draft = 3.80 M Roll = 0.00 Deg Pitch = 0.00 Deg VCG = 3.65 M Axis Angle = 0.00 Deg Wind Vel = 40.00 Knots

Passes All of The Stability Requirements: =========================================

Area Ratio >= 1.40 RA/HA Ratio >= 0.00 Dfld Height @ Equilibrium >= 0.00 M GM >= 0.00 M Arm Area @ Max Right. Arm >= 0.00 M*Deg Arm Area @ Dfld >= 0.00 M*Deg Arm Area @ 40 Degrees >= 0.00 M*Deg Area Under Righting Arm >= 0.00 M*Deg Static Heel w/o Wind <= 90.00 Deg Static Heel Due to Wind <= 90.00 Deg Range (Second Intercept) >= 36.00 Deg 2nd - 1st Intercepts >= 0.00 Deg Dfld Angle - 1st Interc. >= 0.00 Deg Angle @ Max Righting Arm >= 0.00 Deg Downflood Angle >= 0.00 Deg

With The Stability Results: ===========================

Area Ratio = 58.94 Passes RA/HA Ratio = 80.56 Passes Dfld Height @ Equilibrium = 0.00 M Passes GM = 18.63 M Passes Arm Area @ Max Right Arm = 86.06 M*Deg Passes Arm Area @ Dfld = 241.16 M*Deg Passes Arm Area @ 40 Degrees = 172.12 M*Deg Passes Area Under Righting Arm = 241.15 M*Deg Passes Static Heel w/o Wind = 0.03 Deg Passes Static Heel Due to Wind = 0.16 Deg Passes Range = 58.00 Deg Passes 2nd - 1st Intercepts = 57.84 Deg Passes Dfld Angle - 1st Interc. = 57.84 Deg Passes Angle @ Max Right Arm = 24.00 Deg Passes Downflood Angle = 58.00 Deg Passes

Page 39: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 6 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Intact Stability check IMO Guidelines * * * ***************************************************************************************************************

+++ R I G H T I N G A R M R E S U L T S +++ ===============================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Moment Scaled By 9717.71, KG = 3.65, and Wind Speed = 58 Knots

Initial: Roll = 0.00, Trim = 0.00 Deg.

Arms About Axis Yawed 0.0 Deg From Vessel X

/----- Condition -----/ /-- Min. Height --/ /--- Righting ---/ /--- Heeling ---/ Area Net Draft Roll Trim W Tight NW Tight Arm Area Arm Area Ratio Arm

3.80 0.00 0.20 0.00 0.00 0.00 0.00 0.11 0.00 0.00 -0.111 3.80 2.00 0.20 0.00 0.00 0.65 0.65 0.11 0.23 2.88 0.536 3.78 4.00 0.20 0.00 0.00 1.30 2.60 0.12 0.46 5.70 1.186 3.76 6.00 0.20 0.00 0.00 1.96 5.86 0.12 0.69 8.45 1.837 3.74 8.00 0.20 0.00 0.00 2.61 10.43 0.12 0.94 11.13 2.489 3.70 10.00 0.20 0.00 0.00 3.27 16.31 0.13 1.19 13.72 3.141 3.66 12.00 0.20 0.00 0.00 3.93 23.51 0.13 1.45 16.23 3.798 3.62 14.00 0.20 0.00 0.00 4.59 32.03 0.13 1.71 18.68 4.458 3.55 16.00 0.20 0.00 0.00 5.12 41.75 0.14 1.99 21.00 4.980 3.49 18.00 0.20 0.00 0.00 5.44 52.30 0.14 2.27 23.06 5.294 3.41 20.00 0.20 0.00 0.00 5.62 63.35 0.15 2.56 24.79 5.473 3.34 22.00 0.20 0.00 0.00 5.71 74.68 0.15 2.85 26.21 5.560 3.26 24.00 0.20 0.00 0.00 5.73 86.12 0.15 3.15 27.34 5.581 3.17 26.00 0.20 0.00 0.00 5.71 97.56 0.15 3.46 28.23 5.554 3.08 28.00 0.20 0.00 0.00 5.65 108.92 0.16 3.77 28.91 5.489 2.99 30.00 0.20 0.00 0.00 5.55 120.12 0.16 4.09 29.40 5.394 2.89 32.00 0.20 0.00 0.00 5.44 131.11 0.16 4.41 29.74 5.275 2.79 34.00 0.20 0.00 0.00 5.30 141.85 0.16 4.73 29.96 5.135 2.69 36.00 0.20 0.00 0.00 5.14 152.29 0.16 5.06 30.08 4.979 2.59 38.00 0.20 0.00 0.00 4.97 162.41 0.17 5.39 30.11 4.807 2.48 40.00 0.20 0.00 0.00 4.79 172.17 0.17 5.73 30.06 4.624 2.36 42.00 0.20 0.00 0.00 4.60 181.56 0.17 6.06 29.94 4.431 2.25 44.00 0.20 0.00 0.00 4.40 190.56 0.17 6.40 29.78 4.229 2.13 46.00 0.20 0.00 0.00 4.19 199.15 0.17 6.74 29.56 4.020 2.01 48.00 0.20 0.00 0.00 3.97 207.30 0.17 7.07 29.31 3.802 1.89 50.00 0.20 0.00 0.00 3.75 215.02 0.17 7.41 29.02 3.578 1.76 52.00 0.20 0.00 0.00 3.51 222.28 0.17 7.74 28.71 3.347 1.63 54.00 0.20 0.00 0.00 3.28 229.07 0.16 8.07 28.37 3.111 1.51 56.00 0.20 0.00 0.00 3.03 235.38 0.16 8.40 28.02 2.869 1.37 58.00 0.20 0.00 0.00 2.79 241.19 0.16 8.73 27.63 2.624

Page 40: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 7 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Intact Stability check IMO Guidelines * * * ***************************************************************************************************************

+++ S T A B I L I T Y S U M M A R Y +++ =========================================

The Following Intact Condition ============================== Draft = 3.80 M Roll = 0.00 Deg Pitch = 0.00 Deg VCG = 3.65 M Axis Angle = 0.00 Deg Wind Vel = 58.40 Knots

Passes All of The Stability Requirements: =========================================

Area Ratio >= 0.00 RA/HA Ratio >= 0.00 Dfld Height @ Equilibrium >= 0.00 M GM >= 0.00 M Arm Area @ Max Right. Arm >= 4.58 M*Deg Arm Area @ Dfld >= 0.00 M*Deg Arm Area @ 40 Degrees >= 0.00 M*Deg Area Under Righting Arm >= 0.00 M*Deg Static Heel w/o Wind <= 90.00 Deg Static Heel Due to Wind <= 7.22 Deg Range (Second Intercept) >= 20.00 Deg 2nd - 1st Intercepts >= 0.00 Deg Dfld Angle - 1st Interc. >= 0.00 Deg Angle @ Max Righting Arm >= 0.00 Deg Downflood Angle >= 0.00 Deg

With The Stability Results: ===========================

Area Ratio = 27.65 Passes RA/HA Ratio = 37.79 Passes Dfld Height @ Equilibrium = 0.00 M Passes GM = 18.63 M Passes Arm Area @ Max Right Arm = 86.06 M*Deg Passes Arm Area @ Dfld = 241.16 M*Deg Passes Arm Area @ 40 Degrees = 172.12 M*Deg Passes Area Under Righting Arm = 241.15 M*Deg Passes Static Heel w/o Wind = 0.03 Deg Passes Static Heel Due to Wind = 0.34 Deg Passes Range = 58.00 Deg Passes 2nd - 1st Intercepts = 57.66 Deg Passes Dfld Angle - 1st Interc. = 57.66 Deg Passes Angle @ Max Right Arm = 24.00 Deg Passes Downflood Angle = 58.00 Deg Passes

Page 41: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 9

Shear

Moment

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Barge Stillwater Longitudinal strength check

09.2

18.4

27.6

36.8

46

55.2

64.4

73.6

82.8

92

Long Location

-1-0.78-0.56-0.34-0.120.10.320.540.760.981.2Shear * 10**3

-11.94.87.710.613.516.419.322.225.128Moment * 10**3

Page 42: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 10

Shear

Moment

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Barge Longitudinal strength check - Hogging Wave

09.2

18.4

27.6

36.8

46

55.2

64.4

73.6

82.8

92

Long Location

-0.8-0.6-0.4-0.200.20.40.60.811.2Shear * 10**3

-18-16.1-14.2-12.3-10.4-8.5-6.6-4.7-2.8-0.91Moment * 10**3

Page 43: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 11

Shear

Moment

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Barge Longitudinal strength check - Sagging Wave

09.2

18.4

27.6

36.8

46

55.2

64.4

73.6

82.8

92

Long Location

-2.2-1.77-1.34-0.91-0.48-0.050.380.811.241.672.1Shear * 10**3

-15.712.419.125.832.539.245.952.659.366Moment * 10**3

Page 44: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 12

Righting Arm

Wind Arm

Area Ratio

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Intact Stability check NDI Guidelines

05.8

11.6

17.4

23.2

29

34.8

40.6

46.4

52.2

58

Roll Angle (Deg)

00.71.42.12.83.54.24.95.66.37Righting & Wind Heel Arms (Meters)

06.51319.52632.53945.55258.565Area Ratio

Page 45: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 13

Righting Arm

Wind Arm

Area Ratio

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Intact Stability check IMO Guidelines

05.8

11.6

17.4

23.2

29

34.8

40.6

46.4

52.2

58

Roll Angle (Deg)

00.71.42.12.83.54.24.95.66.37Righting & Wind Heel Arms (Meters)

03.16.29.312.415.518.621.724.827.931Area Ratio

Page 46: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 1 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Damaged Stability check with Vessel amt_Disc L= 91.70 B= 30 D= 7.60 * * * ***************************************************************************************************************

+++ B U O Y A N C Y A N D W E I G H T F O R M O D E L +++ =================================================================

Process is DAMAGED: Units Are Degrees, Meters, and M-Tons Unless Specified

Results Are Reported In Body System

Draft = 3.78 Roll Angle = -0.23 Pitch Angle = 0.12

Wet Radii Of Gyration About CG

K-X = 10.35 K-Y = 25.25 K-Z = 25.52

GMT = 17.12 GML = 158.42

/-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- --------

---------------- Part AMT_DISC ------------ --- Contents --- CP2 247.54 -27.66 -3.80 1.00 2.01 26.35 CP3 287.00 -11.56 -3.80 1.16 2.33 30.55 CP4 326.47 4.54 -3.80 1.32 2.65 34.76 CP5 365.94 20.63 -3.80 1.48 2.97 38.96 CS2 246.30 -27.66 3.82 1.00 2.00 26.22 CS3 285.77 -11.56 3.82 1.16 2.32 30.42 CS4 325.24 4.54 3.82 1.32 2.64 34.62 CS5 364.70 20.63 3.82 1.48 2.96 38.83 P1 217.98 -38.29 -7.58 2.25 3.49 26.25 S1 215.51 -38.28 7.66 2.24 3.46 25.95 WP2 248.77 -27.66 -11.42 1.01 2.02 26.48 WP3 288.24 -11.56 -11.42 1.17 2.34 30.69 WP4 327.71 4.54 -11.43 1.33 2.66 34.89 WP5 367.18 20.63 -11.43 1.49 2.98 39.09 WP6 342.46 34.69 -11.43 2.08 3.81 41.32 WS2 245.06 -27.66 11.44 0.99 1.99 26.09 WS3 284.53 -11.56 11.44 1.15 2.31 30.29 WS4 324.00 4.54 11.44 1.31 2.63 34.49 WS5 363.47 20.63 11.44 1.47 2.95 38.69 WS6 401.29 34.93 11.44 2.37 4.31 48.42 ---------------- Part CARGO1 ------------ LOAD_GRO 50.00 40.12 5.00 18.60 ---------------- Part CARGO2 ------------ LOAD_GRO 1200.00 -7.38 0.00 12.60 ---------------- Part CARGO3 ------------ LOAD_GRO 5.00 -39.88 0.00 27.60 ---------------- Part LIGHTSHI ------------ LOAD_GRO 2325.00 1.51 0.00 4.40 ---------------- Part MODEL ------------ ======== ======== ======= ======= ======= Total 9655.16 0.13 0.08 3.65 Buoyancy 9655.34 0.14 0.09 1.94

Page 47: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 2 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Damaged Stability check with Vessel amt_Disc L= 91.70 B= 30 D= 7.60 * * * ***************************************************************************************************************

+++ R I G H T I N G A R M R E S U L T S +++ ===============================================

Process is DAMAGED: Units Are Degrees, Meters, and M-Tons Unless Specified

Compartments Flooded Are: WP6

Moment Scaled By 9655.16, KG = 3.65, and Wind Speed = 40 Knots

Initial: Roll = -0.23, Trim = 0.12 Deg.

Arms About Axis Yawed 0.0 Deg From Vessel X

/----- Condition -----/ /-- Min. Height --/ /--- Righting ---/ /--- Heeling ---/ Area Net Draft Roll Trim W Tight NW Tight Arm Area Arm Area Ratio Arm

3.78 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 -0.053 3.79 2.00 0.00 0.00 0.00 0.60 0.60 0.05 0.11 5.62 0.544 3.80 4.00 0.00 0.00 0.00 1.19 2.39 0.05 0.21 11.15 1.139 3.81 6.00 0.21 0.00 0.00 1.77 5.35 0.06 0.32 16.51 1.714 3.80 8.00 0.21 0.00 0.00 2.37 9.49 0.06 0.44 21.74 2.310 3.79 10.00 0.21 0.00 0.00 2.97 14.82 0.06 0.55 26.90 2.908 3.77 12.00 0.46 0.00 0.00 3.54 21.33 0.06 0.67 31.95 3.484 3.75 14.00 0.46 0.00 0.00 4.15 29.02 0.06 0.79 36.90 4.085 3.71 16.00 0.46 0.00 0.00 4.66 37.82 0.06 0.91 41.66 4.595 3.68 18.00 0.83 0.00 0.00 4.93 47.41 0.06 1.03 45.94 4.871 3.63 20.00 0.83 0.00 0.00 5.14 57.48 0.06 1.16 49.60 5.074 3.58 22.00 0.83 0.00 0.00 5.25 67.87 0.07 1.29 52.67 5.183 3.52 24.00 1.19 0.00 0.00 5.26 78.38 0.07 1.42 55.14 5.195 3.46 26.00 1.19 0.00 0.00 5.26 88.90 0.07 1.56 57.10 5.190 3.39 28.00 1.19 0.00 0.00 5.22 99.37 0.07 1.70 58.63 5.146 3.32 30.00 1.19 0.00 0.00 5.14 109.73 0.07 1.84 59.78 5.069 3.24 32.00 1.19 0.00 0.00 5.04 119.90 0.07 1.98 60.62 4.966 3.16 34.00 1.89 0.00 0.00 4.87 129.81 0.07 2.12 61.15 4.799 3.07 36.00 1.89 0.00 0.00 4.74 139.42 0.07 2.27 61.43 4.663 2.99 38.00 1.89 0.00 0.00 4.58 148.74 0.07 2.42 61.52 4.511 2.89 40.00 1.89 0.00 0.00 4.42 157.75 0.07 2.57 61.45 4.346 2.80 42.00 1.89 0.00 0.00 4.25 166.41 0.08 2.72 61.24 4.170 2.70 44.00 1.89 0.00 0.00 4.06 174.72 0.08 2.87 60.92 3.986 2.60 46.00 1.89 0.00 0.00 3.87 182.65 0.08 3.02 60.50 3.792 2.49 48.00 1.89 0.00 0.00 3.67 190.18 0.08 3.17 59.99 3.591 2.39 50.00 2.55 0.00 0.00 3.43 197.28 0.08 3.32 59.40 3.358 2.28 52.00 2.55 0.00 0.00 3.22 203.94 0.08 3.47 58.73 3.145 2.16 54.00 2.55 0.00 0.00 3.00 210.16 0.07 3.62 58.02 2.925 2.05 56.00 2.55 0.00 0.00 2.77 215.93 0.07 3.77 57.26 2.701 1.93 58.00 2.55 0.00 0.00 2.55 221.25 0.07 3.92 56.48 2.473

Page 48: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 3 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Damaged Stability check with Vessel amt_Disc L= 91.70 B= 30 D= 7.60 * * * ***************************************************************************************************************

+++ S T A B I L I T Y S U M M A R Y +++ =========================================

The Following Damaged Condition =============================== with WP6 Damaged Draft = 3.78 M Roll = -0.23 Deg Pitch = 0.12 Deg VCG = 3.65 M Axis Angle = 0.00 Deg Wind Vel = 40.00 Knots

Passes All of The Stability Requirements: =========================================

Area Ratio >= 1.40 RA/HA Ratio >= 0.00 Dfld Height @ Equilibrium >= 0.00 M GM >= 0.00 M Arm Area @ Max Right. Arm >= 0.00 M*Deg Arm Area @ Dfld >= 0.00 M*Deg Arm Area @ 40 Degrees >= 0.00 M*Deg Area Under Righting Arm >= 0.00 M*Deg Static Heel w/o Wind <= 90.00 Deg Static Heel Due to Wind <= 90.00 Deg Range (Second Intercept) >= 15.00 Deg 2nd - 1st Intercepts >= 0.00 Deg Dfld Angle - 1st Interc. >= 0.00 Deg Angle @ Max Righting Arm >= 0.00 Deg Downflood Angle >= 0.00 Deg

With The Stability Results: ===========================

Area Ratio = 56.49 Passes RA/HA Ratio = 78.37 Passes Dfld Height @ Equilibrium = 0.00 M Passes GM = 17.12 M Passes Arm Area @ Max Right Arm = 78.32 M*Deg Passes Arm Area @ Dfld = 221.23 M*Deg Passes Arm Area @ 40 Degrees = 157.70 M*Deg Passes Area Under Righting Arm = 221.22 M*Deg Passes Static Heel w/o Wind = -0.23 Deg Passes Static Heel Due to Wind = -0.05 Deg Passes Range = 58.00 Deg Passes 2nd - 1st Intercepts = 57.82 Deg Passes Dfld Angle - 1st Interc. = 57.82 Deg Passes Angle @ Max Right Arm = 24.00 Deg Passes Downflood Angle = 57.77 Deg Passes

Page 49: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 16

Righting Arm

Wind Arm

Area Ratio

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Damaged Stability check with Vessel amt_Disc L= 91.70 B= 30 D= 7.60

05.8

11.6

17.4

23.2

29

34.8

40.6

46.4

52.2

58

Roll Angle (Deg)

00.61.21.82.433.64.24.85.46Righting & Wind Heel Arms (Meters)

06.212.418.624.83137.243.449.655.862Area Ratio

Page 50: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 1 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Hydrodynamic Analysis with Vessel amt_Disc L= 91.70 B= 30 D= 7.60 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 20 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.004 180 1.091 90 1.000 0 0.173 90 0.000 0 0.001 -89 0.1795 35.00 0.004 180 1.020 90 1.000 0 0.214 90 0.000 0 0.001 -89 0.2094 30.00 0.004 180 0.965 90 1.000 0 0.280 90 0.000 0 0.001 -89 0.2513 25.00 0.004 180 0.923 90 1.001 0 0.399 90 0.000 0 0.002 -89 0.2992 21.00 0.004 180 0.885 90 1.001 0 0.567 90 0.000 0 0.003 -89 0.3142 20.00 0.004 180 0.872 90 1.001 0 0.627 90 0.000 0 0.003 -89 0.3307 19.00 0.004 180 0.858 90 1.001 0 0.697 90 0.000 0 0.004 -89 0.3491 18.00 0.004 180 0.840 90 1.002 0 0.780 90 0.000 0 0.004 -89 0.3696 17.00 0.004 180 0.820 90 1.002 0 0.878 90 0.000 0 0.005 -89 0.3927 16.00 0.004 180 0.794 90 1.002 0 0.998 90 0.000 0 0.005 -89 0.4189 15.00 0.004 180 0.763 90 1.003 0 1.144 90 0.000 0 0.006 -89 0.4488 14.00 0.004 180 0.724 90 1.005 0 1.327 90 0.000 0 0.007 -89 0.4833 13.00 0.004 179 0.673 90 1.007 0 1.561 90 0.000 0 0.008 -89 0.5236 12.00 0.004 179 0.607 90 1.012 0 1.871 90 0.001 -113 0.010 -89 0.5712 11.00 0.004 179 0.516 90 1.019 0 2.300 90 0.001 -143 0.012 -89 0.6283 10.00 0.004 178 0.383 89 1.032 0 2.941 90 0.003 -162 0.014 -89 0.6981 9.00 0.005 177 0.168 88 1.052 -2 4.038 88 0.007 177 0.019 -89 0.7854 8.00 0.006 171 0.285 -95 1.064 -8 6.520 83 0.017 152 0.029 -93 0.8976 7.00 0.009 144 1.861 -140 0.967 -22 14.424 38 0.045 104 0.060 -135 1.0472 6.00 0.005 83 1.077 154 0.539 -39 4.870 -27 0.035 25 0.017 163 1.2566 5.00 0.001 64 0.494 172 0.182 -21 1.421 -13 0.012 5 0.002 -165 1.5708 4.00 0.000 0 0.210 -125 0.045 46 0.302 44 0.004 51 0.001 92 2.0944 3.00 0.000 0 0.018 17 0.005 -147 0.123 -61 0.002 -151 0.015 164

Page 51: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 2 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.022 1.249 7.202 0.040 0.030 1.614 Ave of 1/3 Highest 0.018 2.043 2.499 14.405 0.081 0.060 3.228 Ave of 1/10 Highest 0.023 2.605 3.186 18.366 0.103 0.076 4.115 Maximum 0.033 3.800 4.648 26.793 0.150 0.111 6.004

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.027 1.111 6.668 0.039 0.028 1.513 Ave of 1/3 Highest 0.016 2.053 2.223 13.336 0.079 0.055 3.026 Ave of 1/10 Highest 0.021 2.618 2.834 17.004 0.100 0.070 3.858 Maximum 0.031 3.819 4.134 24.805 0.146 0.103 5.629

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.083 1.019 6.358 0.040 0.027 1.487 Ave of 1/3 Highest 0.016 2.167 2.038 12.716 0.079 0.054 2.975 Ave of 1/10 Highest 0.020 2.763 2.599 16.213 0.101 0.069 3.793 Maximum 0.029 4.030 3.791 23.652 0.148 0.101 5.533

Page 52: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 3 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.7404327 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.079 1.250 7.796 0.041 0.032 1.651 Ave of 1/3 Highest 0.018 2.158 2.499 15.592 0.082 0.065 3.302 Ave of 1/10 Highest 0.023 2.751 3.187 19.880 0.104 0.083 4.210 Maximum 0.033 4.013 4.649 29.001 0.152 0.121 6.142

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.080 1.112 7.212 0.040 0.030 1.550 Ave of 1/3 Highest 0.017 2.160 2.224 14.423 0.080 0.060 3.100 Ave of 1/10 Highest 0.021 2.753 2.835 18.390 0.102 0.076 3.952 Maximum 0.031 4.017 4.136 26.827 0.148 0.111 5.766

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.132 1.020 6.856 0.040 0.029 1.523 Ave of 1/3 Highest 0.016 2.264 2.039 13.713 0.081 0.058 3.047 Ave of 1/10 Highest 0.020 2.886 2.600 17.484 0.103 0.074 3.885 Maximum 0.029 4.210 3.793 25.506 0.150 0.108 5.667

Page 53: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 4 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.5934315 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.131 1.250 8.266 0.041 0.034 1.686 Ave of 1/3 Highest 0.018 2.262 2.500 16.533 0.083 0.069 3.372 Ave of 1/10 Highest 0.023 2.885 3.187 21.079 0.106 0.088 4.299 Maximum 0.034 4.208 4.650 30.751 0.154 0.128 6.271

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.129 1.112 7.649 0.040 0.032 1.585 Ave of 1/3 Highest 0.017 2.258 2.224 15.298 0.081 0.063 3.170 Ave of 1/10 Highest 0.021 2.879 2.836 19.505 0.103 0.081 4.041 Maximum 0.031 4.200 4.137 28.455 0.150 0.118 5.896

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.178 1.020 7.265 0.041 0.031 1.558 Ave of 1/3 Highest 0.016 2.355 2.040 14.531 0.081 0.061 3.116 Ave of 1/10 Highest 0.020 3.003 2.602 18.527 0.104 0.078 3.973 Maximum 0.029 4.381 3.795 27.027 0.152 0.114 5.796

Page 54: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 5 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.5043064 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.160 1.250 8.577 0.042 0.036 1.706 Ave of 1/3 Highest 0.018 2.320 2.500 17.154 0.083 0.071 3.411 Ave of 1/10 Highest 0.023 2.959 3.188 21.871 0.106 0.091 4.349 Maximum 0.034 4.316 4.650 31.906 0.155 0.133 6.344

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.154 1.112 7.929 0.041 0.033 1.603 Ave of 1/3 Highest 0.017 2.308 2.225 15.859 0.081 0.066 3.205 Ave of 1/10 Highest 0.021 2.942 2.836 20.220 0.104 0.084 4.087 Maximum 0.031 4.292 4.138 29.497 0.151 0.122 5.962

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.198 1.020 7.516 0.041 0.032 1.574 Ave of 1/3 Highest 0.016 2.396 2.041 15.031 0.082 0.063 3.147 Ave of 1/10 Highest 0.020 3.055 2.602 19.165 0.104 0.081 4.013 Maximum 0.029 4.456 3.796 27.958 0.152 0.118 5.854

Page 55: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 6 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.4446692 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.190 1.250 8.837 0.042 0.037 1.726 Ave of 1/3 Highest 0.018 2.379 2.500 17.674 0.084 0.074 3.452 Ave of 1/10 Highest 0.023 3.034 3.188 22.534 0.107 0.094 4.401 Maximum 0.034 4.426 4.651 32.873 0.156 0.137 6.420

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.181 1.112 8.170 0.041 0.034 1.622 Ave of 1/3 Highest 0.017 2.362 2.225 16.341 0.082 0.068 3.245 Ave of 1/10 Highest 0.021 3.011 2.837 20.834 0.104 0.086 4.137 Maximum 0.031 4.392 4.138 30.393 0.152 0.126 6.035

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.222 1.021 7.739 0.041 0.033 1.592 Ave of 1/3 Highest 0.016 2.445 2.041 15.479 0.082 0.065 3.185 Ave of 1/10 Highest 0.020 3.117 2.602 19.735 0.105 0.083 4.061 Maximum 0.030 4.547 3.797 28.790 0.153 0.121 5.924

Page 56: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 7 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.4039639 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.211 1.250 9.033 0.042 0.038 1.740 Ave of 1/3 Highest 0.018 2.421 2.500 18.065 0.084 0.075 3.481 Ave of 1/10 Highest 0.023 3.087 3.188 23.033 0.108 0.096 4.438 Maximum 0.034 4.503 4.651 33.601 0.157 0.140 6.474

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.199 1.113 8.350 0.041 0.035 1.636 Ave of 1/3 Highest 0.017 2.398 2.225 16.699 0.082 0.069 3.272 Ave of 1/10 Highest 0.021 3.058 2.837 21.292 0.105 0.088 4.171 Maximum 0.031 4.461 4.139 31.061 0.153 0.129 6.085

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.238 1.021 7.903 0.041 0.033 1.605 Ave of 1/3 Highest 0.016 2.476 2.041 15.806 0.083 0.067 3.209 Ave of 1/10 Highest 0.020 3.157 2.603 20.152 0.105 0.085 4.092 Maximum 0.030 4.606 3.797 29.399 0.154 0.124 5.969

Page 57: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 8 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.3751164 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.229 1.250 9.193 0.042 0.038 1.753 Ave of 1/3 Highest 0.018 2.457 2.501 18.386 0.085 0.076 3.506 Ave of 1/10 Highest 0.023 3.133 3.188 23.442 0.108 0.098 4.470 Maximum 0.034 4.570 4.651 34.198 0.158 0.142 6.521

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.215 1.113 8.498 0.041 0.035 1.648 Ave of 1/3 Highest 0.017 2.430 2.225 16.995 0.083 0.070 3.295 Ave of 1/10 Highest 0.021 3.099 2.837 21.669 0.105 0.090 4.202 Maximum 0.031 4.520 4.139 31.611 0.153 0.131 6.129

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.252 1.021 8.039 0.041 0.034 1.616 Ave of 1/3 Highest 0.016 2.504 2.042 16.078 0.083 0.068 3.231 Ave of 1/10 Highest 0.020 3.193 2.603 20.500 0.106 0.086 4.120 Maximum 0.030 4.658 3.797 29.905 0.154 0.126 6.010

Page 58: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 9 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.3545157 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.242 1.250 9.313 0.043 0.039 1.762 Ave of 1/3 Highest 0.018 2.484 2.501 18.626 0.085 0.078 3.525 Ave of 1/10 Highest 0.023 3.167 3.188 23.749 0.108 0.099 4.494 Maximum 0.034 4.620 4.651 34.645 0.158 0.144 6.556

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.227 1.113 8.608 0.041 0.036 1.656 Ave of 1/3 Highest 0.017 2.454 2.226 17.216 0.083 0.071 3.313 Ave of 1/10 Highest 0.021 3.129 2.838 21.951 0.105 0.091 4.224 Maximum 0.031 4.564 4.139 32.022 0.154 0.133 6.162

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.262 1.021 8.140 0.042 0.034 1.624 Ave of 1/3 Highest 0.016 2.525 2.042 16.281 0.083 0.068 3.247 Ave of 1/10 Highest 0.020 3.219 2.603 20.758 0.106 0.087 4.140 Maximum 0.030 4.696 3.798 30.282 0.155 0.127 6.040

Page 59: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 10 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.3394248 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.253 1.250 9.406 0.043 0.039 1.770 Ave of 1/3 Highest 0.018 2.505 2.501 18.813 0.085 0.078 3.540 Ave of 1/10 Highest 0.023 3.194 3.188 23.986 0.109 0.100 4.513 Maximum 0.034 4.660 4.651 34.991 0.158 0.146 6.584

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.236 1.113 8.694 0.041 0.036 1.663 Ave of 1/3 Highest 0.017 2.473 2.226 17.388 0.083 0.072 3.327 Ave of 1/10 Highest 0.021 3.153 2.838 22.170 0.106 0.092 4.242 Maximum 0.031 4.599 4.140 32.342 0.154 0.134 6.188

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.271 1.021 8.220 0.042 0.035 1.630 Ave of 1/3 Highest 0.016 2.541 2.042 16.439 0.083 0.069 3.260 Ave of 1/10 Highest 0.020 3.240 2.603 20.960 0.106 0.088 4.157 Maximum 0.030 4.727 3.798 30.577 0.155 0.129 6.064

Page 60: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 11 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.3282246 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.261 1.250 9.478 0.043 0.039 1.776 Ave of 1/3 Highest 0.018 2.522 2.501 18.955 0.085 0.079 3.551 Ave of 1/10 Highest 0.023 3.215 3.189 24.168 0.109 0.101 4.528 Maximum 0.034 4.690 4.652 35.257 0.159 0.147 6.606

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.244 1.113 8.760 0.042 0.036 1.669 Ave of 1/3 Highest 0.017 2.487 2.226 17.520 0.083 0.073 3.338 Ave of 1/10 Highest 0.021 3.171 2.838 22.338 0.106 0.093 4.256 Maximum 0.031 4.627 4.140 32.588 0.154 0.135 6.208

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.277 1.021 8.280 0.042 0.035 1.635 Ave of 1/3 Highest 0.016 2.554 2.042 16.561 0.083 0.070 3.270 Ave of 1/10 Highest 0.020 3.257 2.604 21.115 0.106 0.089 4.169 Maximum 0.030 4.751 3.798 30.803 0.155 0.130 6.082

Page 61: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 12 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.3198059 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.267 1.250 9.533 0.043 0.040 1.780 Ave of 1/3 Highest 0.018 2.534 2.501 19.066 0.085 0.079 3.560 Ave of 1/10 Highest 0.023 3.231 3.189 24.309 0.109 0.101 4.540 Maximum 0.034 4.714 4.652 35.463 0.159 0.148 6.622

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.249 1.113 8.811 0.042 0.037 1.673 Ave of 1/3 Highest 0.017 2.499 2.226 17.623 0.083 0.073 3.346 Ave of 1/10 Highest 0.021 3.186 2.838 22.469 0.106 0.093 4.267 Maximum 0.031 4.648 4.140 32.778 0.155 0.136 6.224

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.282 1.021 8.327 0.042 0.035 1.639 Ave of 1/3 Highest 0.016 2.564 2.042 16.655 0.084 0.070 3.278 Ave of 1/10 Highest 0.020 3.269 2.604 21.235 0.107 0.089 4.179 Maximum 0.030 4.769 3.798 30.978 0.155 0.130 6.097

Page 62: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 13 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.3134237 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.272 1.250 9.576 0.043 0.040 1.784 Ave of 1/3 Highest 0.018 2.544 2.501 19.152 0.086 0.080 3.567 Ave of 1/10 Highest 0.023 3.244 3.189 24.418 0.109 0.102 4.549 Maximum 0.034 4.732 4.652 35.622 0.159 0.148 6.635

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.254 1.113 8.851 0.042 0.037 1.676 Ave of 1/3 Highest 0.017 2.507 2.226 17.701 0.083 0.073 3.353 Ave of 1/10 Highest 0.021 3.197 2.838 22.569 0.106 0.094 4.275 Maximum 0.031 4.664 4.140 32.925 0.155 0.136 6.236

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.286 1.021 8.364 0.042 0.035 1.642 Ave of 1/3 Highest 0.016 2.572 2.042 16.727 0.084 0.070 3.284 Ave of 1/10 Highest 0.020 3.279 2.604 21.327 0.107 0.090 4.187 Maximum 0.030 4.783 3.798 31.113 0.156 0.131 6.108

Page 63: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 14 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.3085426 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.276 1.250 9.609 0.043 0.040 1.786 Ave of 1/3 Highest 0.018 2.552 2.501 19.218 0.086 0.080 3.573 Ave of 1/10 Highest 0.023 3.253 3.189 24.503 0.109 0.102 4.556 Maximum 0.034 4.746 4.652 35.745 0.159 0.149 6.646

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.257 1.113 8.881 0.042 0.037 1.679 Ave of 1/3 Highest 0.017 2.514 2.226 17.763 0.083 0.074 3.358 Ave of 1/10 Highest 0.021 3.206 2.838 22.647 0.106 0.094 4.281 Maximum 0.031 4.677 4.140 33.038 0.155 0.137 6.246

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.289 1.021 8.392 0.042 0.035 1.644 Ave of 1/3 Highest 0.016 2.578 2.042 16.784 0.084 0.071 3.289 Ave of 1/10 Highest 0.020 3.287 2.604 21.399 0.107 0.090 4.193 Maximum 0.030 4.795 3.798 31.218 0.156 0.131 6.117

Page 64: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 15 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.304788 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.279 1.250 9.635 0.043 0.040 1.789 Ave of 1/3 Highest 0.018 2.558 2.501 19.269 0.086 0.080 3.577 Ave of 1/10 Highest 0.023 3.261 3.189 24.568 0.109 0.102 4.561 Maximum 0.034 4.757 4.652 35.841 0.159 0.149 6.654

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.260 1.113 8.905 0.042 0.037 1.681 Ave of 1/3 Highest 0.017 2.520 2.226 17.810 0.083 0.074 3.362 Ave of 1/10 Highest 0.021 3.212 2.838 22.708 0.106 0.094 4.287 Maximum 0.031 4.686 4.140 33.127 0.155 0.137 6.253

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.291 1.021 8.414 0.042 0.035 1.646 Ave of 1/3 Highest 0.016 2.582 2.042 16.828 0.084 0.071 3.292 Ave of 1/10 Highest 0.020 3.293 2.604 21.455 0.107 0.090 4.198 Maximum 0.030 4.803 3.798 31.300 0.156 0.132 6.124

Page 65: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 16 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.3018861 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.281 1.250 9.652 0.043 0.040 1.790 Ave of 1/3 Highest 0.018 2.561 2.501 19.303 0.086 0.080 3.580 Ave of 1/10 Highest 0.023 3.265 3.189 24.612 0.109 0.102 4.564 Maximum 0.034 4.764 4.652 35.904 0.159 0.149 6.658

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.261 1.113 8.921 0.042 0.037 1.682 Ave of 1/3 Highest 0.017 2.523 2.226 17.841 0.083 0.074 3.364 Ave of 1/10 Highest 0.021 3.216 2.838 22.747 0.106 0.094 4.290 Maximum 0.031 4.692 4.140 33.184 0.155 0.138 6.258

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.293 1.021 8.428 0.042 0.035 1.647 Ave of 1/3 Highest 0.016 2.585 2.042 16.856 0.084 0.071 3.294 Ave of 1/10 Highest 0.020 3.296 2.604 21.491 0.107 0.090 4.200 Maximum 0.030 4.808 3.798 31.352 0.156 0.132 6.128

Page 66: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 17 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.2995407 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.282 1.250 9.668 0.043 0.040 1.791 Ave of 1/3 Highest 0.018 2.565 2.501 19.336 0.086 0.080 3.582 Ave of 1/10 Highest 0.023 3.270 3.189 24.653 0.109 0.103 4.568 Maximum 0.034 4.771 4.652 35.965 0.159 0.150 6.663

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.263 1.113 8.936 0.042 0.037 1.683 Ave of 1/3 Highest 0.017 2.526 2.226 17.871 0.083 0.074 3.367 Ave of 1/10 Highest 0.021 3.221 2.838 22.786 0.106 0.094 4.293 Maximum 0.031 4.699 4.140 33.241 0.155 0.138 6.262

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.294 1.021 8.442 0.042 0.035 1.648 Ave of 1/3 Highest 0.016 2.588 2.042 16.884 0.084 0.071 3.297 Ave of 1/10 Highest 0.020 3.300 2.604 21.527 0.107 0.090 4.203 Maximum 0.030 4.814 3.799 31.404 0.156 0.132 6.132

Page 67: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 18 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.297716 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.284 1.250 9.681 0.043 0.040 1.792 Ave of 1/3 Highest 0.018 2.568 2.501 19.362 0.086 0.081 3.585 Ave of 1/10 Highest 0.023 3.274 3.189 24.686 0.109 0.103 4.570 Maximum 0.034 4.776 4.652 36.012 0.160 0.150 6.667

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.264 1.113 8.947 0.042 0.037 1.684 Ave of 1/3 Highest 0.017 2.529 2.226 17.895 0.083 0.074 3.369 Ave of 1/10 Highest 0.021 3.224 2.838 22.816 0.106 0.095 4.295 Maximum 0.031 4.703 4.140 33.285 0.155 0.138 6.266

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.295 1.021 8.453 0.042 0.036 1.649 Ave of 1/3 Highest 0.016 2.590 2.042 16.905 0.084 0.071 3.299 Ave of 1/10 Highest 0.020 3.303 2.604 21.555 0.107 0.091 4.206 Maximum 0.030 4.818 3.799 31.444 0.156 0.132 6.135

Page 68: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 19 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.2962932 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.285 1.250 9.691 0.043 0.040 1.793 Ave of 1/3 Highest 0.018 2.570 2.501 19.382 0.086 0.081 3.586 Ave of 1/10 Highest 0.023 3.277 3.189 24.711 0.109 0.103 4.572 Maximum 0.034 4.781 4.652 36.050 0.160 0.150 6.670

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.265 1.113 8.957 0.042 0.037 1.685 Ave of 1/3 Highest 0.017 2.531 2.226 17.913 0.083 0.074 3.370 Ave of 1/10 Highest 0.021 3.227 2.838 22.840 0.106 0.095 4.297 Maximum 0.031 4.707 4.140 33.319 0.155 0.138 6.269

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.296 1.021 8.461 0.042 0.036 1.650 Ave of 1/3 Highest 0.016 2.592 2.042 16.923 0.084 0.071 3.300 Ave of 1/10 Highest 0.020 3.305 2.604 21.576 0.107 0.091 4.208 Maximum 0.030 4.822 3.799 31.476 0.156 0.132 6.138

Page 69: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 20 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.2951827 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.286 1.250 9.699 0.043 0.040 1.794 Ave of 1/3 Highest 0.018 2.572 2.501 19.397 0.086 0.081 3.588 Ave of 1/10 Highest 0.023 3.279 3.189 24.731 0.109 0.103 4.574 Maximum 0.034 4.784 4.652 36.079 0.160 0.150 6.673

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.266 1.113 8.964 0.042 0.037 1.686 Ave of 1/3 Highest 0.017 2.532 2.226 17.928 0.083 0.074 3.372 Ave of 1/10 Highest 0.021 3.229 2.838 22.858 0.106 0.095 4.299 Maximum 0.031 4.710 4.140 33.346 0.155 0.138 6.271

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.297 1.021 8.468 0.042 0.036 1.651 Ave of 1/3 Highest 0.016 2.594 2.042 16.936 0.084 0.071 3.301 Ave of 1/10 Highest 0.020 3.307 2.604 21.593 0.107 0.091 4.209 Maximum 0.030 4.824 3.799 31.501 0.156 0.132 6.140

Page 70: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 21 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.2943136 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.287 1.250 9.705 0.043 0.040 1.794 Ave of 1/3 Highest 0.018 2.573 2.501 19.410 0.086 0.081 3.589 Ave of 1/10 Highest 0.023 3.281 3.189 24.747 0.109 0.103 4.575 Maximum 0.034 4.787 4.652 36.102 0.160 0.150 6.675

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.267 1.113 8.970 0.042 0.037 1.686 Ave of 1/3 Highest 0.017 2.534 2.226 17.939 0.083 0.074 3.373 Ave of 1/10 Highest 0.021 3.230 2.838 22.873 0.106 0.095 4.300 Maximum 0.031 4.713 4.140 33.367 0.155 0.138 6.273

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.297 1.021 8.473 0.042 0.036 1.651 Ave of 1/3 Highest 0.016 2.595 2.042 16.946 0.084 0.071 3.302 Ave of 1/10 Highest 0.020 3.308 2.604 21.607 0.107 0.091 4.210 Maximum 0.030 4.826 3.799 31.520 0.156 0.132 6.142

Page 71: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 22 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.2936334 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.287 1.250 9.710 0.043 0.040 1.795 Ave of 1/3 Highest 0.018 2.575 2.501 19.419 0.086 0.081 3.589 Ave of 1/10 Highest 0.023 3.283 3.189 24.759 0.109 0.103 4.576 Maximum 0.034 4.789 4.652 36.120 0.160 0.150 6.676

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.267 1.113 8.974 0.042 0.037 1.687 Ave of 1/3 Highest 0.017 2.535 2.226 17.948 0.083 0.074 3.373 Ave of 1/10 Highest 0.021 3.232 2.838 22.884 0.106 0.095 4.301 Maximum 0.031 4.715 4.140 33.384 0.155 0.138 6.274

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.298 1.021 8.477 0.042 0.036 1.651 Ave of 1/3 Highest 0.016 2.596 2.042 16.955 0.084 0.071 3.303 Ave of 1/10 Highest 0.020 3.309 2.604 21.617 0.107 0.091 4.211 Maximum 0.030 4.828 3.799 31.536 0.156 0.133 6.143

Page 72: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 23 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.2931 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.288 1.250 9.713 0.043 0.040 1.795 Ave of 1/3 Highest 0.018 2.575 2.501 19.427 0.086 0.081 3.590 Ave of 1/10 Highest 0.023 3.284 3.189 24.769 0.109 0.103 4.577 Maximum 0.034 4.790 4.652 36.134 0.160 0.150 6.677

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.268 1.113 8.978 0.042 0.037 1.687 Ave of 1/3 Highest 0.017 2.535 2.226 17.955 0.083 0.074 3.374 Ave of 1/10 Highest 0.021 3.233 2.838 22.893 0.106 0.095 4.302 Maximum 0.031 4.716 4.140 33.397 0.155 0.138 6.276

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.298 1.021 8.481 0.042 0.036 1.652 Ave of 1/3 Highest 0.016 2.596 2.042 16.961 0.084 0.071 3.303 Ave of 1/10 Highest 0.020 3.310 2.604 21.625 0.107 0.091 4.212 Maximum 0.030 4.829 3.799 31.548 0.156 0.133 6.144

Page 73: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 24 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.2926818 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.288 1.250 9.716 0.043 0.040 1.795 Ave of 1/3 Highest 0.018 2.576 2.501 19.433 0.086 0.081 3.591 Ave of 1/10 Highest 0.023 3.285 3.189 24.777 0.109 0.103 4.578 Maximum 0.034 4.792 4.652 36.145 0.160 0.150 6.678

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.268 1.113 8.980 0.042 0.037 1.687 Ave of 1/3 Highest 0.017 2.536 2.226 17.961 0.083 0.074 3.374 Ave of 1/10 Highest 0.021 3.234 2.838 22.900 0.106 0.095 4.302 Maximum 0.031 4.717 4.140 33.407 0.155 0.138 6.276

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.298 1.021 8.483 0.042 0.036 1.652 Ave of 1/3 Highest 0.016 2.597 2.042 16.966 0.084 0.071 3.304 Ave of 1/10 Highest 0.020 3.311 2.604 21.632 0.107 0.091 4.212 Maximum 0.030 4.830 3.799 31.557 0.156 0.133 6.145

Page 74: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 25 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.292354 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.288 1.250 9.719 0.043 0.040 1.795 Ave of 1/3 Highest 0.018 2.577 2.501 19.437 0.086 0.081 3.591 Ave of 1/10 Highest 0.023 3.285 3.189 24.783 0.109 0.103 4.578 Maximum 0.034 4.793 4.652 36.153 0.160 0.150 6.679

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.268 1.113 8.983 0.042 0.037 1.687 Ave of 1/3 Highest 0.017 2.537 2.226 17.965 0.083 0.074 3.375 Ave of 1/10 Highest 0.021 3.234 2.838 22.905 0.106 0.095 4.303 Maximum 0.031 4.718 4.140 33.415 0.155 0.138 6.277

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.299 1.021 8.485 0.042 0.036 1.652 Ave of 1/3 Highest 0.016 2.597 2.042 16.970 0.084 0.071 3.304 Ave of 1/10 Highest 0.020 3.312 2.604 21.637 0.107 0.091 4.213 Maximum 0.030 4.831 3.799 31.565 0.156 0.133 6.146

Page 75: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 26 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.2920968 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.289 1.251 9.721 0.043 0.040 1.796 Ave of 1/3 Highest 0.018 2.577 2.501 19.441 0.086 0.081 3.591 Ave of 1/10 Highest 0.023 3.286 3.189 24.787 0.109 0.103 4.579 Maximum 0.034 4.793 4.652 36.160 0.160 0.150 6.680

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.268 1.113 8.984 0.042 0.037 1.688 Ave of 1/3 Highest 0.017 2.537 2.226 17.968 0.083 0.074 3.375 Ave of 1/10 Highest 0.021 3.235 2.838 22.910 0.106 0.095 4.303 Maximum 0.031 4.719 4.140 33.421 0.155 0.138 6.278

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.299 1.021 8.487 0.042 0.036 1.652 Ave of 1/3 Highest 0.016 2.598 2.042 16.973 0.084 0.071 3.304 Ave of 1/10 Highest 0.020 3.312 2.604 21.641 0.107 0.091 4.213 Maximum 0.030 4.832 3.799 31.570 0.156 0.133 6.146

Page 76: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 27 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.2918948 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.289 1.251 9.722 0.043 0.040 1.796 Ave of 1/3 Highest 0.018 2.577 2.501 19.444 0.086 0.081 3.591 Ave of 1/10 Highest 0.023 3.286 3.189 24.791 0.109 0.103 4.579 Maximum 0.034 4.794 4.652 36.166 0.160 0.151 6.680

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.269 1.113 8.986 0.042 0.037 1.688 Ave of 1/3 Highest 0.017 2.537 2.226 17.971 0.083 0.074 3.375 Ave of 1/10 Highest 0.021 3.235 2.838 22.913 0.106 0.095 4.304 Maximum 0.031 4.719 4.140 33.426 0.155 0.139 6.278

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.299 1.021 8.488 0.042 0.036 1.652 Ave of 1/3 Highest 0.016 2.598 2.042 16.976 0.084 0.071 3.305 Ave of 1/10 Highest 0.020 3.312 2.604 21.644 0.107 0.091 4.213 Maximum 0.030 4.832 3.799 31.575 0.156 0.133 6.146

Page 77: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 28 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.2917365 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.289 1.251 9.723 0.043 0.040 1.796 Ave of 1/3 Highest 0.018 2.578 2.501 19.446 0.086 0.081 3.592 Ave of 1/10 Highest 0.023 3.287 3.189 24.794 0.109 0.103 4.579 Maximum 0.034 4.795 4.652 36.170 0.160 0.151 6.680

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.269 1.113 8.987 0.042 0.037 1.688 Ave of 1/3 Highest 0.017 2.538 2.226 17.973 0.083 0.074 3.376 Ave of 1/10 Highest 0.021 3.235 2.838 22.916 0.106 0.095 4.304 Maximum 0.031 4.720 4.140 33.430 0.155 0.139 6.278

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.299 1.021 8.489 0.042 0.036 1.652 Ave of 1/3 Highest 0.016 2.598 2.042 16.978 0.084 0.071 3.305 Ave of 1/10 Highest 0.020 3.313 2.604 21.647 0.107 0.091 4.214 Maximum 0.030 4.832 3.799 31.579 0.156 0.133 6.147

Page 78: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 29 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.2916121 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.289 1.251 9.724 0.043 0.040 1.796 Ave of 1/3 Highest 0.018 2.578 2.501 19.448 0.086 0.081 3.592 Ave of 1/10 Highest 0.023 3.287 3.189 24.796 0.109 0.103 4.580 Maximum 0.034 4.795 4.652 36.173 0.160 0.151 6.681

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.269 1.113 8.987 0.042 0.037 1.688 Ave of 1/3 Highest 0.017 2.538 2.226 17.975 0.083 0.074 3.376 Ave of 1/10 Highest 0.021 3.236 2.838 22.918 0.106 0.095 4.304 Maximum 0.031 4.720 4.140 33.433 0.155 0.139 6.279

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.299 1.021 8.490 0.042 0.036 1.652 Ave of 1/3 Highest 0.016 2.598 2.042 16.979 0.084 0.071 3.305 Ave of 1/10 Highest 0.020 3.313 2.604 21.648 0.107 0.091 4.214 Maximum 0.030 4.833 3.799 31.581 0.156 0.133 6.147

Page 79: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 30 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.2915143 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.289 1.251 9.725 0.043 0.040 1.796 Ave of 1/3 Highest 0.018 2.578 2.501 19.449 0.086 0.081 3.592 Ave of 1/10 Highest 0.023 3.287 3.189 24.798 0.109 0.103 4.580 Maximum 0.034 4.795 4.652 36.176 0.160 0.151 6.681

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.269 1.113 8.988 0.042 0.037 1.688 Ave of 1/3 Highest 0.017 2.538 2.226 17.976 0.083 0.074 3.376 Ave of 1/10 Highest 0.021 3.236 2.838 22.920 0.106 0.095 4.304 Maximum 0.031 4.720 4.140 33.436 0.155 0.139 6.279

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.299 1.021 8.490 0.042 0.036 1.652 Ave of 1/3 Highest 0.016 2.598 2.042 16.980 0.084 0.071 3.305 Ave of 1/10 Highest 0.020 3.313 2.604 21.650 0.107 0.091 4.214 Maximum 0.030 4.833 3.799 31.584 0.156 0.133 6.147

Page 80: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 31 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * tanaka factor = 0.2914375 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 5.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Single Amplitude Motions ------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.009 1.289 1.251 9.725 0.043 0.040 1.796 Ave of 1/3 Highest 0.018 2.578 2.501 19.450 0.086 0.081 3.592 Ave of 1/10 Highest 0.023 3.287 3.189 24.799 0.109 0.103 4.580 Maximum 0.034 4.795 4.652 36.178 0.160 0.151 6.681

Single Amplitude Velocities ---------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.269 1.113 8.989 0.042 0.037 1.688 Ave of 1/3 Highest 0.017 2.538 2.226 17.977 0.083 0.074 3.376 Ave of 1/10 Highest 0.021 3.236 2.838 22.921 0.106 0.095 4.304 Maximum 0.031 4.721 4.140 33.437 0.155 0.139 6.279

Single Amplitude Accelerations ------------------------------

Surge Sway Heave Roll Pitch Yaw Mag ----- ---- ----- ---- ----- --- --- Root Mean Square 0.008 1.299 1.021 8.491 0.042 0.036 1.653 Ave of 1/3 Highest 0.016 2.598 2.042 16.981 0.084 0.071 3.305 Ave of 1/10 Highest 0.020 3.313 2.604 21.651 0.107 0.091 4.214 Maximum 0.030 4.833 3.799 31.585 0.156 0.133 6.147

Page 81: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 32 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m * * * ***************************************************************************************************************

+++ B U O Y A N C Y A N D W E I G H T F O R M O D E L +++ =================================================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Results Are Reported In Body System

Draft = 3.80 Roll Angle = 0.00 Pitch Angle = 0.20

Wet Radii Of Gyration About CG

K-X = 10.50 K-Y = 25.72 K-Z = 25.80

GMT = 18.63 GML = 173.22

/-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- --------

---------------- Part AMT_DISC ------------ --- Contents --- CP2 247.54 -27.64 -3.81 1.00 2.01 26.35 CP3 287.00 -11.55 -3.81 1.16 2.33 30.55 CP4 326.47 4.55 -3.81 1.32 2.65 34.76 CP5 365.94 20.64 -3.81 1.48 2.97 38.96 CS2 246.30 -27.64 3.81 1.00 2.00 26.22 CS3 285.77 -11.55 3.81 1.16 2.32 30.42 CS4 325.24 4.55 3.81 1.32 2.64 34.62 CS5 364.70 20.64 3.81 1.48 2.96 38.83 P1 217.98 -38.29 -7.62 2.25 3.48 26.25 S1 215.51 -38.27 7.62 2.24 3.46 25.95 WP2 248.77 -27.64 -11.43 1.01 2.02 26.48 WP3 288.24 -11.55 -11.43 1.17 2.34 30.69 WP4 327.71 4.55 -11.43 1.33 2.66 34.89 WP5 367.18 20.64 -11.43 1.49 2.98 39.09 WP6 405.01 34.96 -11.43 2.38 4.35 48.87 WS2 245.06 -27.64 11.43 0.99 1.99 26.09 WS3 284.53 -11.55 11.43 1.15 2.31 30.29 WS4 324.00 4.55 11.43 1.31 2.63 34.49 WS5 363.47 20.64 11.43 1.47 2.95 38.69 WS6 401.29 34.94 11.43 2.37 4.32 48.42 ---------------- Part CARGO1 ------------ LOAD_GRO 50.00 40.12 5.00 18.60 ---------------- Part CARGO2 ------------ LOAD_GRO 1200.00 -7.38 0.00 12.60 ---------------- Part CARGO3 ------------ LOAD_GRO 5.00 -39.88 0.00 27.60 ---------------- Part LIGHTSHI ------------ LOAD_GRO 2325.00 1.51 0.00 4.40 ---------------- Part MODEL ------------ ======== ======== ======= ======= ======= Total 9717.71 0.37 0.00 3.65 Buoyancy 9717.71 0.37 0.00 1.95

Page 82: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 33 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. * * * ***************************************************************************************************************

+++ A D D E D I N E R T I A C O E F F I C I E N T S F O R M O D E L +++ ===============================================================================

Results are in Body System

Of Point On Body MODEL At X = 0.0 Y = 0.0 Z = 0.0

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Encounter Values Normalized By Mass with Weight = 9717.7 Period /--- Added Mass Coefficients ------/ /----- Added Radii of Gyration ----/ Sec. -Surge- -Sway - -Heave- -Roll - -Pitch- --Yaw--

40.00 0.0780 0.3625 6.3023 12.3 44.7 12.8 35.00 0.0784 0.3641 6.3241 12.3 44.7 12.8 30.00 0.0794 0.3623 6.3063 12.3 45.1 12.7 25.00 0.0812 0.3759 6.1607 12.3 45.8 12.9 21.00 0.0837 0.3892 5.8713 12.5 46.7 13.0 20.00 0.0845 0.3944 5.7644 12.5 46.9 13.0 19.00 0.0853 0.3996 5.6362 12.6 47.2 13.1 18.00 0.0866 0.4070 5.4979 12.7 47.5 13.1 17.00 0.0876 0.4146 5.3298 12.7 47.8 13.2 16.00 0.0886 0.4237 5.1380 12.8 48.0 13.3 15.00 0.0896 0.4348 4.9206 12.9 48.2 13.4 14.00 0.0903 0.4481 4.6762 13.0 48.4 13.5 13.00 0.0904 0.4633 4.4042 13.1 48.3 13.7 12.00 0.0895 0.4794 4.1049 13.2 48.0 14.0 11.00 0.0872 0.4926 3.7804 13.2 47.1 14.3 10.00 0.0831 0.4947 3.4381 13.0 45.8 14.8 9.00 0.0775 0.4717 3.1022 12.6 43.8 15.4 8.00 0.0720 0.4105 2.8258 11.9 41.2 15.7 7.00 0.0686 0.3195 2.6608 11.0 38.5 14.7 6.00 0.0619 0.2282 2.6066 10.3 36.6 12.1 5.00 0.0424 0.1246 2.6421 9.9 34.8 9.8 4.00 0.0463 0.0372 2.3072 9.8 35.8 6.4 3.00 0.0174 -0.0549 4.1765 10.0 35.4 -4.9

Page 83: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 34 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. * * * ***************************************************************************************************************

+++ L I N E A R I Z E D D A M P I N G C O E F F I C I E N T S F O R M O D E L +++ =========================================================================================

Results are in Body System

Of Point On Body MODEL At X = 0.0 Y = 0.0 Z = 0.0

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Encounter Values Normalized By Mass with Weight = 9717.7 Period /--------- Damping / Mass ---------/ /--- Damping Radii of Gyration ----/ Sec. -Surge- -Sway - -Heave- -Roll - -Pitch- --Yaw--

40.00 0.0000 0.0000 0.1512 1.0 0.6 0.0 35.00 0.0000 0.0000 0.2007 1.0 0.8 0.0 30.00 0.0001 0.0001 0.2830 1.0 1.2 0.0 25.00 0.0002 0.0003 0.4275 1.1 2.2 0.0 21.00 0.0005 0.0010 0.6175 1.2 3.9 0.1 20.00 0.0007 0.0014 0.6785 1.3 4.5 0.1 19.00 0.0010 0.0020 0.7459 1.4 5.3 0.1 18.00 0.0013 0.0029 0.8189 1.5 6.2 0.2 17.00 0.0019 0.0043 0.8992 1.7 7.3 0.2 16.00 0.0026 0.0065 0.9856 1.9 8.7 0.3 15.00 0.0037 0.0099 1.0776 2.2 10.3 0.4 14.00 0.0053 0.0155 1.1735 2.6 12.2 0.6 13.00 0.0074 0.0248 1.2706 3.1 14.4 0.9 12.00 0.0103 0.0404 1.3644 3.7 16.9 1.4 11.00 0.0138 0.0662 1.4462 4.5 19.5 2.1 10.00 0.0177 0.1074 1.5005 5.5 22.1 3.3 9.00 0.0215 0.1672 1.5007 6.7 24.4 5.3 8.00 0.0245 0.2387 1.4200 7.6 25.9 8.1 7.00 0.0285 0.3011 1.2617 8.1 26.2 11.3 6.00 0.0369 0.3514 1.0442 7.4 25.1 13.1 5.00 0.0457 0.3745 0.6541 6.3 25.5 14.2 4.00 0.0580 0.3388 -0.0229 5.4 21.9 14.2 3.00 0.0705 0.0612 0.4866 0.3 28.0 7.4

Page 84: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 35 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. * * Heading = 0.00 Deg. Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ L I N E A R Z E D W A V E F R E Q U E N C Y F O R C E S +++ =====================================================================

Results are in Body System

Of Point On Body MODEL At X = 0.0 Y = 0.0 Z = 0.0

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge Force / Sway Force / Heave Force / Roll Moment / Pitch Moment / Yaw Moment / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 30 -106 0 0 2565 0 0 0 5134 -84 0 0 0.1795 35.00 36 -103 0 0 2507 1 0 0 6254 -85 0 0 0.2094 30.00 46 -100 0 0 2417 1 0 0 8022 -86 0 0 0.2513 25.00 63 -96 0 0 2275 3 0 0 10969 -87 0 0 0.2992 21.00 85 -94 0 0 2094 5 0 0 14719 -88 0 0 0.3142 20.00 93 -93 0 0 2035 6 0 0 15913 -88 0 0 0.3307 19.00 100 -93 0 0 1969 7 0 0 17222 -88 0 0 0.3491 18.00 109 -92 0 0 1894 8 0 0 18632 -88 0 0 0.3696 17.00 118 -92 0 0 1810 10 0 0 20151 -88 0 0 0.3927 16.00 128 -91 0 0 1715 12 0 0 21738 -88 0 0 0.4189 15.00 137 -90 0 0 1607 14 0 0 23334 -87 0 0 0.4488 14.00 146 -89 0 0 1484 18 0 0 24832 -86 0 0 0.4833 13.00 153 -87 0 0 1342 22 0 0 26063 -85 0 0 0.5236 12.00 157 -83 0 0 1176 27 0 0 26782 -83 0 0 0.5712 11.00 154 -78 0 0 977 35 0 0 26663 -78 0 0 0.6283 10.00 141 -69 0 0 737 45 0 0 25313 -71 0 0 0.6981 9.00 116 -52 0 0 460 65 0 0 22231 -59 0 0 0.7854 8.00 83 -13 0 0 234 118 0 0 16695 -38 0 0 0.8976 7.00 92 59 0 0 234 -155 0 0 9341 12 0 0 1.0472 6.00 109 123 0 0 226 -72 0 0 8679 115 0 0 1.2566 5.00 105 -112 0 0 202 74 0 0 8937 -121 0 0 1.5708 4.00 105 123 0 0 182 -65 0 0 8449 123 0 0 2.0944 3.00 84 -144 0 0 203 96 0 0 7520 -144 0 0

Page 85: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 36 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. * * Heading = 45.00 Deg. Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ L I N E A R Z E D W A V E F R E Q U E N C Y F O R C E S +++ =====================================================================

Results are in Body System

Of Point On Body MODEL At X = 0.0 Y = 0.0 Z = 0.0

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge Force / Sway Force / Heave Force / Roll Moment / Pitch Moment / Yaw Moment / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 22 -113 26 -89 2568 1 518 90 3644 -82 27 -20 0.1795 35.00 27 -109 32 -89 2511 1 635 90 4435 -83 40 -16 0.2094 30.00 34 -104 42 -89 2425 1 821 90 5687 -85 66 -13 0.2513 25.00 46 -99 59 -89 2289 3 1143 90 7783 -86 130 -9 0.2992 21.00 62 -96 83 -89 2120 5 1580 90 10476 -87 257 -6 0.3142 20.00 67 -95 91 -89 2066 6 1726 90 11342 -87 310 -5 0.3307 19.00 73 -95 100 -89 2006 7 1892 90 12298 -87 379 -5 0.3491 18.00 79 -94 111 -89 1938 8 2079 90 13338 -87 468 -4 0.3696 17.00 86 -93 123 -89 1864 10 2291 90 14475 -87 584 -3 0.3927 16.00 94 -92 137 -89 1782 12 2530 89 15687 -87 737 -3 0.4189 15.00 102 -91 154 -89 1691 14 2798 89 16948 -87 943 -2 0.4488 14.00 111 -90 173 -90 1590 18 3092 89 18204 -86 1223 -2 0.4833 13.00 119 -88 194 -90 1478 22 3402 89 19370 -85 1610 -2 0.5236 12.00 126 -85 217 -90 1354 27 3702 88 20326 -82 2152 -1 0.5712 11.00 132 -81 239 -91 1213 34 3936 87 20937 -78 2914 -1 0.6283 10.00 135 -74 256 -91 1048 43 3993 87 21094 -71 3971 -1 0.6981 9.00 135 -63 257 -91 845 55 3680 86 20777 -60 5358 -1 0.7854 8.00 128 -48 225 -90 589 73 2739 87 19936 -43 6901 0 0.8976 7.00 96 -25 135 -85 310 111 1027 92 17380 -20 7884 2 1.0472 6.00 52 50 16 79 179 -150 792 -77 10533 22 6393 11 1.2566 5.00 75 142 112 119 167 -39 634 -20 6387 131 107 88 1.5708 4.00 25 4 45 -21 53 134 756 -162 2122 -12 1569 -130 2.0944 3.00 14 118 9 150 66 -17 519 -131 1359 118 638 23

Page 86: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 37 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. * * Heading = 90.00 Deg. Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ L I N E A R Z E D W A V E F R E Q U E N C Y F O R C E S +++ =====================================================================

Results are in Body System

Of Point On Body MODEL At X = 0.0 Y = 0.0 Z = 0.0

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge Force / Sway Force / Heave Force / Roll Moment / Pitch Moment / Yaw Moment / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 9 -178 37 -89 2571 1 734 90 435 1 14 -89 0.1795 35.00 9 -178 46 -89 2515 1 900 90 428 1 17 -89 0.2094 30.00 9 -178 59 -89 2432 1 1165 90 417 1 22 -89 0.2513 25.00 8 -176 84 -89 2303 3 1626 90 400 3 31 -89 0.2992 21.00 8 -174 118 -89 2146 5 2262 90 380 5 43 -89 0.3142 20.00 8 -173 130 -89 2097 6 2477 90 374 6 48 -89 0.3307 19.00 8 -172 143 -89 2043 7 2724 90 366 7 53 -89 0.3491 18.00 8 -171 159 -89 1984 8 3007 90 359 8 59 -89 0.3696 17.00 8 -170 178 -89 1920 10 3332 90 350 10 65 -89 0.3927 16.00 8 -168 200 -90 1850 12 3709 89 341 12 73 -90 0.4189 15.00 8 -166 225 -90 1777 15 4145 89 332 15 83 -90 0.4488 14.00 7 -164 256 -90 1699 18 4648 89 322 19 94 -90 0.4833 13.00 7 -162 292 -90 1621 22 5225 89 314 23 108 -90 0.5236 12.00 7 -160 334 -91 1544 27 5871 88 308 29 123 -91 0.5712 11.00 7 -158 381 -91 1474 34 6559 88 307 36 141 -92 0.6283 10.00 7 -157 432 -92 1412 42 7222 87 311 44 161 -93 0.6981 9.00 7 -156 479 -91 1348 50 7734 88 315 52 180 -94 0.7854 8.00 6 -154 515 -88 1248 60 7930 91 304 61 191 -95 0.8976 7.00 5 -148 529 -80 1078 74 7661 98 278 80 177 -94 1.0472 6.00 4 -143 514 -62 846 97 6819 115 294 109 132 -77 1.2566 5.00 1 -89 478 -26 549 142 5357 147 228 133 89 -32 1.5708 4.00 2 165 413 44 239 -132 3061 -143 214 -161 78 16 2.0944 3.00 1 28 121 152 101 25 1164 105 319 21 611 -13

Page 87: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 38 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. * * Heading = 135.00 Deg. Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ L I N E A R Z E D W A V E F R E Q U E N C Y F O R C E S +++ =====================================================================

Results are in Body System

Of Point On Body MODEL At X = 0.0 Y = 0.0 Z = 0.0

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge Force / Sway Force / Heave Force / Roll Moment / Pitch Moment / Yaw Moment / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 22 114 26 -89 2568 1 518 90 3652 83 27 -158 0.1795 35.00 26 110 32 -89 2511 1 635 90 4447 85 40 -162 0.2094 30.00 33 105 42 -89 2425 1 821 90 5707 86 66 -165 0.2513 25.00 45 101 59 -89 2289 3 1143 90 7820 87 130 -169 0.2992 21.00 60 97 83 -89 2120 5 1580 90 10539 88 257 -172 0.3142 20.00 65 97 91 -89 2066 6 1726 90 11415 88 311 -173 0.3307 19.00 71 96 100 -89 2006 7 1892 90 12382 89 379 -173 0.3491 18.00 77 96 111 -90 1939 8 2079 90 13435 89 468 -174 0.3696 17.00 84 95 123 -90 1865 10 2291 90 14586 89 584 -175 0.3927 16.00 92 95 137 -90 1782 12 2530 90 15816 90 738 -175 0.4189 15.00 99 95 154 -90 1691 15 2798 89 17094 90 944 -176 0.4488 14.00 108 95 173 -90 1591 18 3091 89 18368 91 1225 -176 0.4833 13.00 116 96 194 -91 1479 22 3400 89 19550 93 1614 -177 0.5236 12.00 123 98 217 -91 1356 28 3699 88 20517 96 2157 -177 0.5712 11.00 129 102 239 -92 1216 35 3930 88 21128 100 2922 -178 0.6283 10.00 132 108 255 -93 1051 44 3981 87 21268 107 3983 -178 0.6981 9.00 132 117 256 -93 848 56 3659 87 20911 119 5373 180 0.7854 8.00 123 130 223 -93 592 75 2709 88 20024 136 6912 -179 0.8976 7.00 90 151 133 -90 316 113 992 92 17418 160 7873 -176 1.0472 6.00 43 -125 18 117 186 -150 819 -76 10598 -155 6351 -169 1.2566 5.00 70 -36 113 119 168 -37 635 -18 6517 -47 202 106 1.5708 4.00 25 -172 48 -17 54 139 762 -159 2335 168 1600 47 2.0944 3.00 15 -39 14 162 47 -29 573 -133 1757 -44 742 -168

Page 88: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 39 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. * * Heading = 180.00 Deg. Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ L I N E A R Z E D W A V E F R E Q U E N C Y F O R C E S +++ =====================================================================

Results are in Body System

Of Point On Body MODEL At X = 0.0 Y = 0.0 Z = 0.0

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge Force / Sway Force / Heave Force / Roll Moment / Pitch Moment / Yaw Moment / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 30 108 0 0 2565 1 0 0 5141 85 0 0 0.1795 35.00 36 104 0 0 2506 1 0 0 6266 86 0 0 0.2094 30.00 46 101 0 0 2417 1 0 0 8042 87 0 0 0.2513 25.00 63 97 0 0 2275 3 0 0 11005 88 0 0 0.2992 21.00 84 95 0 0 2094 5 0 0 14781 89 0 0 0.3142 20.00 91 95 0 0 2035 6 0 0 15984 89 0 0 0.3307 19.00 99 94 0 0 1969 7 0 0 17304 89 0 0 0.3491 18.00 107 94 0 0 1894 8 0 0 18726 89 0 0 0.3696 17.00 116 93 0 0 1810 10 0 0 20257 90 0 0 0.3927 16.00 125 93 0 0 1716 12 0 0 21859 90 0 0 0.4189 15.00 135 93 0 0 1608 15 0 0 23468 91 0 0 0.4488 14.00 143 94 0 0 1486 18 0 0 24977 92 0 0 0.4833 13.00 150 95 0 0 1344 22 0 0 26215 93 0 0 0.5236 12.00 153 97 0 0 1179 28 0 0 26930 96 0 0 0.5712 11.00 150 101 0 0 981 36 0 0 26793 100 0 0 0.6283 10.00 137 109 0 0 741 47 0 0 25412 108 0 0 0.6981 9.00 109 125 0 0 466 67 0 0 22307 120 0 0 0.7854 8.00 72 164 0 0 243 120 0 0 16804 142 0 0 0.8976 7.00 83 -117 0 0 238 -155 0 0 9583 -165 0 0 1.0472 6.00 100 -55 0 0 228 -70 0 0 8765 -63 0 0 1.2566 5.00 96 69 0 0 202 76 0 0 8961 61 0 0 1.5708 4.00 98 -52 0 0 184 -60 0 0 8519 -52 0 0 2.0944 3.00 67 43 0 0 236 107 0 0 6487 51 0 0

Page 89: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 40 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. * * Heading = 225.00 Deg. Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ L I N E A R Z E D W A V E F R E Q U E N C Y F O R C E S +++ =====================================================================

Results are in Body System

Of Point On Body MODEL At X = 0.0 Y = 0.0 Z = 0.0

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge Force / Sway Force / Heave Force / Roll Moment / Pitch Moment / Yaw Moment / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 22 114 26 90 2568 1 518 -89 3652 83 27 21 0.1795 35.00 26 110 32 90 2511 1 635 -89 4447 85 40 17 0.2094 30.00 33 105 42 90 2425 1 821 -89 5707 86 66 14 0.2513 25.00 45 101 59 90 2289 3 1143 -89 7820 87 130 10 0.2992 21.00 60 97 83 90 2120 5 1580 -89 10539 88 257 7 0.3142 20.00 65 97 91 90 2066 6 1726 -89 11415 88 311 6 0.3307 19.00 71 96 100 90 2006 7 1892 -89 12382 89 379 6 0.3491 18.00 77 96 111 89 1939 8 2079 -89 13435 89 468 5 0.3696 17.00 84 95 123 89 1865 10 2291 -89 14586 89 584 4 0.3927 16.00 92 95 137 89 1782 12 2530 -89 15816 90 738 4 0.4189 15.00 99 95 154 89 1691 15 2798 -90 17094 90 944 3 0.4488 14.00 108 95 173 89 1591 18 3091 -90 18368 91 1225 3 0.4833 13.00 116 96 194 88 1479 22 3400 -90 19550 93 1614 2 0.5236 12.00 123 98 217 88 1356 28 3699 -91 20517 96 2157 2 0.5712 11.00 129 102 239 87 1216 35 3930 -91 21128 100 2922 1 0.6283 10.00 132 108 255 86 1051 44 3981 -92 21268 107 3983 1 0.6981 9.00 132 117 256 86 848 56 3659 -92 20911 119 5373 0 0.7854 8.00 123 130 223 86 592 75 2709 -91 20024 136 6912 0 0.8976 7.00 90 151 133 89 316 113 992 -87 17418 160 7873 3 1.0472 6.00 43 -125 18 -62 186 -150 819 103 10598 -155 6351 10 1.2566 5.00 70 -36 113 -60 168 -37 635 161 6517 -47 202 -73 1.5708 4.00 25 -172 48 162 54 139 762 20 2335 168 1600 -132 2.0944 3.00 15 -39 14 -17 47 -29 573 46 1757 -44 742 11

Page 90: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 41 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. * * Heading = 270.00 Deg. Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ L I N E A R Z E D W A V E F R E Q U E N C Y F O R C E S +++ =====================================================================

Results are in Body System

Of Point On Body MODEL At X = 0.0 Y = 0.0 Z = 0.0

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge Force / Sway Force / Heave Force / Roll Moment / Pitch Moment / Yaw Moment / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 9 -178 37 90 2571 1 734 -89 435 1 14 90 0.1795 35.00 9 -178 46 90 2515 1 900 -89 428 1 17 90 0.2094 30.00 9 -178 59 90 2432 1 1165 -89 417 1 22 90 0.2513 25.00 8 -176 84 90 2303 3 1626 -89 400 3 31 90 0.2992 21.00 8 -174 118 90 2146 5 2262 -89 380 5 43 90 0.3142 20.00 8 -173 130 90 2097 6 2477 -89 374 6 48 90 0.3307 19.00 8 -172 143 90 2043 7 2724 -89 366 7 53 90 0.3491 18.00 8 -171 159 90 1984 8 3007 -89 359 8 59 90 0.3696 17.00 8 -170 178 90 1920 10 3332 -89 350 10 65 90 0.3927 16.00 8 -168 200 89 1850 12 3709 -90 341 12 73 89 0.4189 15.00 8 -166 225 89 1777 15 4145 -90 332 15 83 89 0.4488 14.00 7 -164 256 89 1699 18 4648 -90 322 19 94 89 0.4833 13.00 7 -162 292 89 1621 22 5225 -90 314 23 108 89 0.5236 12.00 7 -160 334 88 1544 27 5871 -91 308 29 123 88 0.5712 11.00 7 -158 381 88 1474 34 6559 -91 307 36 141 87 0.6283 10.00 7 -157 432 87 1412 42 7222 -92 311 44 161 86 0.6981 9.00 7 -156 479 88 1348 50 7734 -91 315 52 180 85 0.7854 8.00 6 -154 515 91 1248 60 7930 -88 304 61 191 84 0.8976 7.00 5 -148 529 99 1078 74 7661 -81 278 80 177 85 1.0472 6.00 4 -143 514 117 846 97 6819 -64 294 109 132 102 1.2566 5.00 1 -89 478 153 549 142 5357 -32 228 133 89 147 1.5708 4.00 2 165 413 -135 239 -132 3061 36 214 -161 78 -163 2.0944 3.00 1 28 121 -27 101 25 1164 -74 319 21 611 166

Page 91: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 42 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. * * Heading = 315.00 Deg. Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ L I N E A R Z E D W A V E F R E Q U E N C Y F O R C E S +++ =====================================================================

Results are in Body System

Of Point On Body MODEL At X = 0.0 Y = 0.0 Z = 0.0

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge Force / Sway Force / Heave Force / Roll Moment / Pitch Moment / Yaw Moment / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 22 -113 26 90 2568 1 518 -89 3644 -82 27 159 0.1795 35.00 27 -109 32 90 2511 1 635 -89 4435 -83 40 163 0.2094 30.00 34 -104 42 90 2425 1 821 -89 5687 -85 66 166 0.2513 25.00 46 -99 59 90 2289 3 1143 -89 7783 -86 130 170 0.2992 21.00 62 -96 83 90 2120 5 1580 -89 10476 -87 257 173 0.3142 20.00 67 -95 91 90 2066 6 1726 -89 11342 -87 310 174 0.3307 19.00 73 -95 100 90 2006 7 1892 -89 12298 -87 379 174 0.3491 18.00 79 -94 111 90 1938 8 2079 -89 13338 -87 468 175 0.3696 17.00 86 -93 123 90 1864 10 2291 -89 14475 -87 584 176 0.3927 16.00 94 -92 137 90 1782 12 2530 -90 15687 -87 737 176 0.4189 15.00 102 -91 154 90 1691 14 2798 -90 16948 -87 943 177 0.4488 14.00 111 -90 173 89 1590 18 3092 -90 18204 -86 1223 177 0.4833 13.00 119 -88 194 89 1478 22 3402 -90 19370 -85 1610 177 0.5236 12.00 126 -85 217 89 1354 27 3702 -91 20326 -82 2152 178 0.5712 11.00 132 -81 239 88 1213 34 3936 -92 20937 -78 2914 178 0.6283 10.00 135 -74 256 88 1048 43 3992 -92 21094 -71 3971 178 0.6981 9.00 135 -63 257 88 845 55 3680 -93 20777 -60 5358 178 0.7854 8.00 128 -48 225 89 589 73 2739 -92 19936 -43 6901 179 0.8976 7.00 96 -25 135 94 310 111 1026 -87 17380 -20 7884 -177 1.0472 6.00 52 50 16 -100 179 -150 792 102 10533 22 6393 -168 1.2566 5.00 75 142 112 -60 167 -39 634 159 6387 131 107 -91 1.5708 4.00 25 4 45 158 53 134 756 17 2122 -12 1569 49 2.0944 3.00 14 118 9 -29 66 -17 519 48 1359 118 638 -156

Page 92: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 43 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 0.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 1.134 90 0.000 0 0.998 0 0.000 0 0.169 -89 0.000 0 0.1795 35.00 1.060 90 0.000 0 0.997 0 0.000 0 0.208 -89 0.000 0 0.2094 30.00 1.002 90 0.000 0 0.995 0 0.000 0 0.272 -89 0.000 0 0.2513 25.00 0.956 90 0.000 0 0.989 -1 0.000 0 0.384 -89 0.000 0 0.2992 21.00 0.912 91 0.000 0 0.978 -2 0.000 0 0.541 -89 0.000 0 0.3142 20.00 0.896 91 0.000 0 0.973 -2 0.000 0 0.595 -89 0.000 0 0.3307 19.00 0.878 91 0.000 0 0.967 -3 0.000 0 0.657 -89 0.000 0 0.3491 18.00 0.856 91 0.000 0 0.958 -3 0.001 91 0.730 -89 0.000 0 0.3696 17.00 0.829 91 0.000 0 0.948 -4 0.001 90 0.814 -89 0.000 0 0.3927 16.00 0.796 91 0.000 0 0.933 -4 0.001 90 0.913 -89 0.000 0 0.4189 15.00 0.755 91 0.000 0 0.913 -5 0.001 90 1.029 -89 0.001 -89 0.4488 14.00 0.703 91 0.000 0 0.884 -6 0.002 90 1.166 -89 0.001 -89 0.4833 13.00 0.637 91 0.000 0 0.843 -8 0.002 89 1.325 -90 0.001 -89 0.5236 12.00 0.552 91 0.000 0 0.783 -10 0.003 88 1.509 -90 0.001 -90 0.5712 11.00 0.440 91 0.001 -85 0.691 -12 0.005 86 1.708 -91 0.001 -90 0.6283 10.00 0.294 90 0.001 -86 0.554 -15 0.008 83 1.891 -92 0.001 -91 0.6981 9.00 0.113 91 0.002 -90 0.356 -17 0.013 77 1.948 -94 0.001 -92 0.7854 8.00 0.065 -97 0.003 -100 0.122 0 0.022 65 1.637 -95 0.001 -92 0.8976 7.00 0.140 -81 0.005 -134 0.123 101 0.035 31 0.896 -75 0.000 0 1.0472 6.00 0.117 -24 0.002 -149 0.089 132 0.012 17 0.620 -7 0.000 0 1.2566 5.00 0.093 90 0.001 -68 0.032 -94 0.004 101 0.341 92 0.000 0 1.5708 4.00 0.052 -46 0.000 0 0.021 98 0.001 -37 0.148 -41 0.000 0 2.0944 3.00 0.027 50 0.000 0 0.008 -50 0.000 0 0.061 51 0.000 0

Page 93: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 44 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 45.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.803 90 0.771 89 0.999 0 0.122 90 0.119 -89 0.073 -178 0.1795 35.00 0.751 90 0.720 89 0.999 0 0.151 90 0.147 -89 0.085 -178 0.2094 30.00 0.711 90 0.681 89 0.998 0 0.198 90 0.193 -89 0.106 -178 0.2513 25.00 0.680 90 0.650 89 0.995 0 0.280 90 0.273 -89 0.147 -178 0.2992 21.00 0.652 90 0.621 88 0.989 -1 0.396 90 0.385 -89 0.204 -178 0.3142 20.00 0.643 91 0.611 88 0.987 -1 0.437 90 0.424 -89 0.224 -178 0.3307 19.00 0.632 91 0.599 88 0.984 -1 0.484 90 0.470 -89 0.247 -178 0.3491 18.00 0.619 91 0.585 87 0.980 -2 0.538 90 0.523 -89 0.273 -178 0.3696 17.00 0.603 91 0.569 87 0.974 -2 0.603 90 0.585 -89 0.303 -178 0.3927 16.00 0.584 91 0.549 87 0.967 -3 0.678 90 0.659 -89 0.338 -178 0.4189 15.00 0.560 91 0.524 86 0.957 -3 0.769 90 0.747 -89 0.380 -178 0.4488 14.00 0.530 91 0.493 85 0.943 -4 0.877 90 0.854 -89 0.427 -178 0.4833 13.00 0.492 91 0.454 84 0.923 -5 1.007 90 0.984 -89 0.482 -178 0.5236 12.00 0.443 91 0.404 83 0.893 -6 1.162 89 1.142 -90 0.545 -178 0.5712 11.00 0.379 90 0.340 80 0.847 -7 1.347 89 1.336 -90 0.612 -178 0.6283 10.00 0.292 90 0.257 75 0.775 -9 1.561 89 1.565 -92 0.679 -178 0.6981 9.00 0.176 89 0.154 64 0.666 -12 1.786 87 1.802 -94 0.727 -177 0.7854 8.00 0.034 97 0.052 4 0.502 -16 1.930 82 1.937 -99 0.732 -173 0.8976 7.00 0.091 -102 0.044 -129 0.256 -23 1.231 57 1.726 -105 0.657 -167 1.0472 6.00 0.105 -85 0.149 -25 0.035 56 0.757 130 0.813 -103 0.419 -155 1.2566 5.00 0.067 -15 0.074 -14 0.031 148 0.233 -148 0.243 -15 0.003 -72 1.5708 4.00 0.013 -168 0.038 -158 0.008 -62 0.119 31 0.037 180 0.053 59 2.0944 3.00 0.005 -43 0.006 -106 0.002 174 0.042 43 0.011 -44 0.014 -154

Page 94: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 45 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.004 180 1.091 90 1.000 0 0.173 90 0.000 0 0.001 -89 0.1795 35.00 0.004 180 1.020 90 1.000 0 0.214 90 0.000 0 0.001 -89 0.2094 30.00 0.004 180 0.965 90 1.000 0 0.280 90 0.000 0 0.001 -89 0.2513 25.00 0.004 180 0.923 90 1.001 0 0.399 90 0.000 0 0.002 -89 0.2992 21.00 0.004 180 0.885 90 1.001 0 0.567 90 0.000 0 0.003 -89 0.3142 20.00 0.004 180 0.872 90 1.001 0 0.627 90 0.000 0 0.003 -89 0.3307 19.00 0.004 180 0.858 90 1.001 0 0.697 90 0.000 0 0.004 -89 0.3491 18.00 0.004 180 0.840 90 1.002 0 0.780 90 0.000 0 0.004 -89 0.3696 17.00 0.004 180 0.819 90 1.002 0 0.878 90 0.000 0 0.005 -89 0.3927 16.00 0.004 180 0.794 90 1.002 0 0.998 90 0.000 0 0.005 -89 0.4189 15.00 0.004 180 0.763 90 1.003 0 1.144 90 0.000 0 0.006 -89 0.4488 14.00 0.004 180 0.724 90 1.005 0 1.327 90 0.000 0 0.007 -89 0.4833 13.00 0.004 179 0.673 90 1.007 0 1.561 90 0.000 0 0.008 -89 0.5236 12.00 0.004 179 0.607 90 1.012 0 1.870 89 0.001 -114 0.010 -89 0.5712 11.00 0.004 179 0.516 90 1.019 0 2.298 89 0.001 -143 0.012 -89 0.6283 10.00 0.004 179 0.383 91 1.033 0 2.936 88 0.003 -163 0.014 -89 0.6981 9.00 0.005 177 0.171 99 1.053 -2 3.992 85 0.007 176 0.019 -92 0.7854 8.00 0.006 170 0.283 -123 1.067 -8 6.105 74 0.017 148 0.027 -100 0.8976 7.00 0.008 140 1.214 -155 0.962 -23 9.280 32 0.039 97 0.038 -139 1.0472 6.00 0.005 84 1.033 157 0.538 -39 4.664 -22 0.035 26 0.016 169 1.2566 5.00 0.001 64 0.494 172 0.182 -21 1.420 -12 0.012 5 0.002 -164 1.5708 4.00 0.000 0 0.210 -125 0.045 46 0.302 44 0.004 51 0.001 92 2.0944 3.00 0.000 0 0.018 17 0.005 -147 0.123 -61 0.002 -151 0.015 164

Page 95: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 46 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 135.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.803 -89 0.771 91 0.999 1 0.122 90 0.119 90 0.073 0 0.1795 35.00 0.751 -89 0.720 91 0.999 1 0.151 90 0.147 90 0.085 0 0.2094 30.00 0.711 -89 0.681 91 0.998 1 0.198 90 0.193 90 0.106 0 0.2513 25.00 0.680 -90 0.650 91 0.995 1 0.280 90 0.273 90 0.147 0 0.2992 21.00 0.652 -90 0.621 92 0.989 2 0.396 90 0.385 90 0.204 0 0.3142 20.00 0.643 -90 0.611 92 0.987 2 0.436 90 0.424 90 0.224 0 0.3307 19.00 0.632 -90 0.599 92 0.984 3 0.483 90 0.469 90 0.247 0 0.3491 18.00 0.619 -90 0.585 93 0.980 3 0.538 90 0.523 90 0.273 0 0.3696 17.00 0.603 -90 0.569 93 0.975 3 0.602 90 0.585 90 0.303 0 0.3927 16.00 0.584 -90 0.549 93 0.967 4 0.677 90 0.659 90 0.338 0 0.4189 15.00 0.560 -90 0.524 94 0.957 4 0.767 90 0.747 90 0.379 0 0.4488 14.00 0.530 -90 0.493 95 0.944 5 0.874 90 0.854 90 0.427 0 0.4833 13.00 0.492 -91 0.454 96 0.924 6 1.003 90 0.983 90 0.482 0 0.5236 12.00 0.444 -91 0.404 97 0.894 7 1.157 90 1.142 90 0.545 0 0.5712 11.00 0.380 -92 0.340 100 0.851 9 1.339 90 1.335 89 0.612 0 0.6283 10.00 0.294 -94 0.257 105 0.787 11 1.548 89 1.565 88 0.678 0 0.6981 9.00 0.180 -97 0.154 117 0.697 16 1.761 88 1.805 86 0.726 1 0.7854 8.00 0.042 -112 0.085 -178 0.570 23 1.881 83 1.945 82 0.728 4 0.8976 7.00 0.082 88 0.143 -158 0.376 37 1.145 62 1.740 76 0.648 11 1.0472 6.00 0.099 100 0.117 -55 0.195 76 0.788 131 0.821 79 0.419 22 1.2566 5.00 0.065 167 0.074 -13 0.079 161 0.242 -147 0.251 166 0.008 -55 1.5708 4.00 0.014 15 0.031 -167 0.013 -27 0.122 35 0.042 0 0.055 -121 2.0944 3.00 0.005 155 0.008 -121 0.004 149 0.047 41 0.014 148 0.015 13

Page 96: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 47 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 1.134 -89 0.000 0 0.998 1 0.000 0 0.169 90 0.000 0 0.1795 35.00 1.060 -89 0.000 0 0.997 1 0.000 0 0.208 90 0.000 0 0.2094 30.00 1.002 -89 0.000 0 0.995 1 0.000 0 0.272 90 0.000 0 0.2513 25.00 0.956 -89 0.000 0 0.989 2 0.000 0 0.384 90 0.000 0 0.2992 21.00 0.912 -90 0.000 0 0.978 3 0.000 0 0.541 90 0.000 0 0.3142 20.00 0.896 -90 0.000 0 0.973 3 0.000 0 0.595 90 0.000 0 0.3307 19.00 0.878 -90 0.000 0 0.967 4 0.000 0 0.657 90 0.000 0 0.3491 18.00 0.856 -90 0.000 0 0.958 4 0.001 -90 0.730 90 0.000 0 0.3696 17.00 0.829 -90 0.000 0 0.947 5 0.001 -90 0.814 90 0.000 0 0.3927 16.00 0.796 -90 0.000 0 0.933 5 0.001 -90 0.913 90 0.000 0 0.4189 15.00 0.755 -90 0.000 0 0.912 6 0.001 -90 1.029 90 0.001 90 0.4488 14.00 0.703 -90 0.000 0 0.884 7 0.002 -90 1.166 90 0.001 90 0.4833 13.00 0.637 -91 0.000 0 0.843 8 0.002 -90 1.325 90 0.001 90 0.5236 12.00 0.552 -91 0.000 0 0.784 11 0.003 -91 1.509 90 0.001 90 0.5712 11.00 0.441 -92 0.001 94 0.699 14 0.005 -92 1.709 89 0.001 90 0.6283 10.00 0.297 -94 0.001 93 0.582 21 0.008 -95 1.893 88 0.001 89 0.6981 9.00 0.121 -102 0.002 90 0.447 36 0.013 -101 1.954 86 0.001 88 0.7854 8.00 0.057 103 0.003 81 0.340 65 0.022 -112 1.648 86 0.001 89 0.8976 7.00 0.130 104 0.005 48 0.294 105 0.036 -145 0.913 107 0.000 0 1.0472 6.00 0.108 158 0.002 31 0.197 158 0.013 -161 0.632 173 0.000 0 1.2566 5.00 0.087 -85 0.001 114 0.098 -86 0.004 -75 0.345 -84 0.000 0 1.5708 4.00 0.050 139 0.000 0 0.048 126 0.001 146 0.151 142 0.000 0 2.0944 3.00 0.021 -120 0.000 0 0.015 -81 0.000 0 0.053 -115 0.000 0

Page 97: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 48 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 225.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.803 -89 0.771 -88 0.999 0 0.122 -89 0.119 90 0.073 179 0.1795 35.00 0.751 -89 0.720 -88 0.999 1 0.151 -89 0.147 90 0.085 179 0.2094 30.00 0.711 -89 0.681 -88 0.998 1 0.198 -89 0.193 90 0.106 179 0.2513 25.00 0.680 -89 0.650 -88 0.995 1 0.280 -89 0.273 90 0.147 179 0.2992 21.00 0.652 -89 0.621 -87 0.989 2 0.396 -89 0.385 90 0.204 179 0.3142 20.00 0.643 -90 0.611 -87 0.987 2 0.437 -89 0.424 90 0.224 179 0.3307 19.00 0.632 -90 0.599 -87 0.984 2 0.484 -89 0.470 90 0.247 179 0.3491 18.00 0.619 -90 0.585 -86 0.980 3 0.538 -89 0.523 90 0.273 179 0.3696 17.00 0.603 -90 0.569 -86 0.974 3 0.603 -89 0.585 90 0.303 179 0.3927 16.00 0.584 -90 0.549 -86 0.967 3 0.678 -89 0.659 90 0.338 179 0.4189 15.00 0.560 -90 0.524 -85 0.957 4 0.769 -89 0.747 90 0.380 179 0.4488 14.00 0.530 -90 0.493 -84 0.943 5 0.877 -89 0.854 90 0.427 179 0.4833 13.00 0.492 -90 0.454 -83 0.923 5 1.007 -89 0.984 90 0.482 179 0.5236 12.00 0.443 -90 0.404 -82 0.893 7 1.162 -89 1.142 90 0.545 179 0.5712 11.00 0.379 -91 0.339 -79 0.850 8 1.347 -89 1.336 89 0.612 179 0.6283 10.00 0.294 -93 0.256 -74 0.785 11 1.561 -90 1.566 88 0.678 180 0.6981 9.00 0.179 -96 0.151 -61 0.694 15 1.785 -91 1.807 86 0.726 -178 0.7854 8.00 0.039 -106 0.087 5 0.564 21 1.928 -97 1.947 82 0.727 -175 0.8976 7.00 0.084 85 0.162 21 0.368 36 1.213 -122 1.738 76 0.647 -168 1.0472 6.00 0.100 98 0.112 125 0.192 75 0.759 -47 0.821 79 0.419 -157 1.2566 5.00 0.065 167 0.073 166 0.078 160 0.237 33 0.251 166 0.008 126 1.5708 4.00 0.013 14 0.031 12 0.013 -30 0.122 -144 0.041 0 0.055 58 2.0944 3.00 0.005 154 0.008 58 0.004 154 0.048 -138 0.014 148 0.015 -166

Page 98: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 49 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 270.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.004 -179 1.091 -89 1.000 0 0.173 -89 0.000 0 0.001 90 0.1795 35.00 0.004 -179 1.020 -89 1.000 0 0.214 -89 0.000 0 0.001 90 0.2094 30.00 0.004 -179 0.965 -89 1.000 0 0.280 -89 0.000 0 0.001 90 0.2513 25.00 0.004 -179 0.923 -89 1.001 0 0.399 -89 0.000 0 0.002 90 0.2992 21.00 0.004 -179 0.885 -89 1.001 0 0.567 -89 0.000 0 0.003 90 0.3142 20.00 0.004 -179 0.872 -89 1.001 0 0.627 -89 0.000 0 0.003 90 0.3307 19.00 0.004 -179 0.858 -89 1.001 0 0.697 -89 0.000 0 0.004 90 0.3491 18.00 0.004 -179 0.840 -89 1.002 0 0.780 -89 0.000 0 0.004 90 0.3696 17.00 0.004 -179 0.819 -89 1.002 0 0.878 -89 0.000 0 0.005 90 0.3927 16.00 0.004 -179 0.794 -89 1.002 0 0.998 -89 0.000 0 0.005 90 0.4189 15.00 0.004 -179 0.763 -89 1.003 0 1.144 -89 0.000 0 0.006 90 0.4488 14.00 0.004 -179 0.724 -89 1.005 0 1.327 -89 0.000 0 0.007 90 0.4833 13.00 0.004 -179 0.673 -89 1.007 0 1.561 -89 0.000 0 0.008 90 0.5236 12.00 0.004 -179 0.607 -89 1.012 0 1.870 -90 0.001 98 0.010 90 0.5712 11.00 0.004 180 0.516 -89 1.019 0 2.298 -90 0.001 121 0.012 90 0.6283 10.00 0.005 178 0.383 -88 1.033 -1 2.936 -91 0.003 127 0.014 90 0.6981 9.00 0.005 174 0.171 -80 1.053 -4 3.992 -94 0.006 120 0.019 87 0.7854 8.00 0.006 161 0.283 56 1.064 -10 6.106 -105 0.013 97 0.027 79 0.8976 7.00 0.006 130 1.214 24 0.929 -26 9.281 -147 0.020 56 0.038 40 1.0472 6.00 0.004 90 1.033 -22 0.506 -40 4.664 157 0.021 21 0.016 -10 1.2566 5.00 0.001 69 0.494 -7 0.172 -22 1.419 167 0.009 0 0.002 15 1.5708 4.00 0.000 0 0.210 54 0.043 47 0.302 -135 0.004 51 0.001 -87 2.0944 3.00 0.000 0 0.018 -162 0.005 -156 0.123 118 0.002 -156 0.015 -15

Page 99: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 50 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 315.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.803 90 0.771 -90 0.999 0 0.122 -89 0.119 -89 0.073 0 0.1795 35.00 0.751 90 0.720 -90 0.999 0 0.151 -89 0.147 -89 0.085 0 0.2094 30.00 0.711 90 0.681 -90 0.998 0 0.198 -89 0.193 -89 0.106 1 0.2513 25.00 0.680 91 0.650 -90 0.995 0 0.280 -89 0.273 -89 0.147 1 0.2992 21.00 0.652 91 0.621 -91 0.989 -1 0.396 -89 0.385 -89 0.204 1 0.3142 20.00 0.643 91 0.611 -91 0.987 -1 0.436 -89 0.424 -89 0.224 1 0.3307 19.00 0.632 91 0.599 -91 0.984 -2 0.483 -89 0.469 -89 0.247 1 0.3491 18.00 0.619 91 0.585 -92 0.980 -2 0.538 -89 0.523 -89 0.273 1 0.3696 17.00 0.603 91 0.569 -92 0.975 -2 0.602 -89 0.585 -89 0.303 1 0.3927 16.00 0.584 91 0.549 -92 0.967 -3 0.677 -89 0.659 -89 0.338 1 0.4189 15.00 0.560 91 0.524 -93 0.958 -3 0.767 -89 0.747 -89 0.379 1 0.4488 14.00 0.530 91 0.493 -94 0.944 -4 0.874 -89 0.854 -89 0.427 1 0.4833 13.00 0.492 91 0.454 -95 0.924 -5 1.003 -89 0.983 -89 0.482 1 0.5236 12.00 0.443 91 0.404 -96 0.894 -6 1.157 -90 1.142 -90 0.545 1 0.5712 11.00 0.379 91 0.340 -99 0.848 -8 1.339 -90 1.335 -90 0.612 1 0.6283 10.00 0.292 91 0.258 -104 0.777 -10 1.548 -90 1.563 -92 0.679 1 0.6981 9.00 0.176 90 0.157 -115 0.668 -13 1.761 -91 1.800 -94 0.727 2 0.7854 8.00 0.035 106 0.055 -169 0.504 -17 1.883 -97 1.934 -98 0.731 6 0.8976 7.00 0.093 -104 0.031 71 0.256 -25 1.167 -117 1.726 -105 0.655 12 1.0472 6.00 0.106 -87 0.153 153 0.034 47 0.786 -50 0.812 -103 0.419 24 1.2566 5.00 0.067 -15 0.074 165 0.030 145 0.237 30 0.243 -15 0.003 103 1.5708 4.00 0.013 -169 0.038 21 0.008 -68 0.119 -148 0.037 -179 0.053 -120 2.0944 3.00 0.005 -44 0.006 73 0.003 179 0.042 -136 0.011 -44 0.014 25

Page 100: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 51 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.57 0.01 2.62 0.09 9.12 0.00 7.90 1.89 0.01 2.98 0.08 9.06 0.00 8.33 2.19 0.01 3.29 0.07 8.89 0.00 8.76 2.47 0.01 3.56 0.07 8.66 0.00 9.20 2.72 0.01 3.80 0.06 8.39 0.00 9.63 2.95 0.01 4.00 0.06 8.11 0.00 10.06 3.16 0.01 4.18 0.05 7.81 0.00 10.49 3.35 0.01 4.33 0.05 7.52 0.00 10.92 3.53 0.01 4.46 0.05 7.23 0.00 11.35 3.68 0.01 4.57 0.04 6.96 0.00

Page 101: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 52 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.97 0.01 1.63 0.07 6.28 0.00 7.90 1.11 0.01 1.78 0.07 6.03 0.00 8.33 1.23 0.01 1.89 0.06 5.75 0.00 8.76 1.33 0.01 1.97 0.06 5.44 0.00 9.20 1.41 0.01 2.02 0.05 5.15 0.00 9.63 1.48 0.01 2.05 0.05 4.87 0.00 10.06 1.53 0.01 2.07 0.04 4.60 0.00 10.49 1.56 0.01 2.07 0.04 4.35 0.00 10.92 1.59 0.01 2.07 0.04 4.11 0.00 11.35 1.61 0.00 2.06 0.04 3.89 0.00

Page 102: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 53 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.66 0.01 1.05 0.06 4.55 0.00 7.90 0.70 0.01 1.10 0.06 4.25 0.00 8.33 0.74 0.01 1.12 0.05 3.95 0.00 8.76 0.76 0.01 1.12 0.05 3.68 0.00 9.20 0.78 0.01 1.11 0.05 3.42 0.00 9.63 0.78 0.01 1.10 0.04 3.19 0.00 10.06 0.78 0.01 1.07 0.04 2.98 0.00 10.49 0.77 0.00 1.05 0.04 2.79 0.00 10.92 0.76 0.00 1.02 0.03 2.61 0.00 11.35 0.75 0.00 0.99 0.03 2.45 0.00

Page 103: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 54 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.42 1.28 3.70 8.33 8.59 3.57 7.90 1.64 1.48 3.95 8.06 8.27 3.50 8.33 1.84 1.67 4.16 7.76 7.93 3.41 8.76 2.02 1.84 4.34 7.45 7.58 3.30 9.20 2.18 1.99 4.49 7.14 7.24 3.19 9.63 2.32 2.14 4.62 6.83 6.91 3.07 10.06 2.45 2.26 4.73 6.53 6.59 2.96 10.49 2.57 2.38 4.83 6.25 6.29 2.84 10.92 2.68 2.49 4.91 5.97 6.00 2.73 11.35 2.77 2.59 4.98 5.71 5.73 2.62

Page 104: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 55 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.89 0.81 2.41 5.98 6.29 2.58 7.90 0.98 0.89 2.46 5.62 5.89 2.45 8.33 1.05 0.96 2.49 5.27 5.51 2.31 8.76 1.11 1.01 2.50 4.95 5.15 2.18 9.20 1.15 1.05 2.49 4.64 4.82 2.06 9.63 1.18 1.08 2.47 4.36 4.52 1.94 10.06 1.20 1.11 2.44 4.10 4.24 1.82 10.49 1.22 1.13 2.41 3.86 3.98 1.72 10.92 1.23 1.14 2.38 3.63 3.74 1.62 11.35 1.23 1.15 2.34 3.42 3.53 1.53

Page 105: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 56 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.59 0.57 1.63 4.54 4.88 1.99 7.90 0.62 0.58 1.60 4.18 4.49 1.85 8.33 0.63 0.59 1.56 3.86 4.14 1.71 8.76 0.64 0.60 1.51 3.57 3.83 1.59 9.20 0.64 0.60 1.46 3.31 3.54 1.47 9.63 0.63 0.59 1.41 3.08 3.29 1.37 10.06 0.62 0.58 1.35 2.87 3.06 1.28 10.49 0.61 0.57 1.30 2.68 2.85 1.19 10.92 0.60 0.56 1.25 2.50 2.66 1.11 11.35 0.58 0.55 1.20 2.34 2.49 1.04

Page 106: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 57 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 0.03 3.16 5.44 24.72 0.09 0.11 7.90 0.03 3.20 5.48 22.90 0.08 0.10 8.33 0.03 3.27 5.51 21.30 0.08 0.10 8.76 0.03 3.36 5.53 19.86 0.07 0.09 9.20 0.03 3.46 5.54 18.54 0.06 0.08 9.63 0.03 3.57 5.55 17.34 0.06 0.08 10.06 0.02 3.67 5.56 16.24 0.05 0.07 10.49 0.02 3.77 5.57 15.24 0.05 0.07 10.92 0.02 3.87 5.57 14.32 0.05 0.07 11.35 0.02 3.97 5.58 13.48 0.04 0.06

Page 107: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 58 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.02 2.79 3.87 20.71 0.09 0.09 7.90 0.02 2.65 3.74 18.99 0.08 0.08 8.33 0.02 2.54 3.61 17.49 0.07 0.08 8.76 0.02 2.45 3.48 16.15 0.07 0.07 9.20 0.02 2.36 3.37 14.94 0.06 0.06 9.63 0.02 2.29 3.25 13.85 0.06 0.06 10.06 0.02 2.23 3.14 12.86 0.05 0.06 10.49 0.01 2.17 3.04 11.96 0.05 0.05 10.92 0.01 2.11 2.94 11.15 0.04 0.05 11.35 0.01 2.06 2.85 10.41 0.04 0.05

Page 108: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 59 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.02 2.74 2.94 18.42 0.09 0.08 7.90 0.02 2.53 2.75 16.82 0.08 0.07 8.33 0.02 2.35 2.58 15.42 0.07 0.07 8.76 0.01 2.18 2.43 14.18 0.07 0.06 9.20 0.01 2.03 2.28 13.07 0.06 0.06 9.63 0.01 1.89 2.15 12.07 0.06 0.05 10.06 0.01 1.77 2.03 11.17 0.05 0.05 10.49 0.01 1.66 1.91 10.36 0.05 0.04 10.92 0.01 1.56 1.81 9.62 0.04 0.04 11.35 0.01 1.47 1.71 8.96 0.04 0.04

Page 109: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 60 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.43 1.30 3.83 8.20 8.61 3.56 7.90 1.65 1.50 4.05 7.95 8.29 3.49 8.33 1.84 1.68 4.24 7.66 7.94 3.40 8.76 2.02 1.85 4.40 7.36 7.59 3.30 9.20 2.18 2.00 4.55 7.05 7.25 3.18 9.63 2.32 2.14 4.67 6.75 6.92 3.07 10.06 2.45 2.27 4.77 6.46 6.60 2.95 10.49 2.57 2.39 4.86 6.18 6.30 2.84 10.92 2.68 2.49 4.94 5.91 6.01 2.73 11.35 2.77 2.59 5.00 5.66 5.73 2.62

Page 110: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 61 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.89 0.83 2.54 5.88 6.31 2.57 7.90 0.98 0.91 2.57 5.53 5.91 2.44 8.33 1.05 0.97 2.58 5.19 5.52 2.31 8.76 1.11 1.02 2.57 4.87 5.17 2.18 9.20 1.15 1.06 2.55 4.57 4.84 2.05 9.63 1.18 1.09 2.53 4.30 4.53 1.93 10.06 1.20 1.12 2.49 4.04 4.25 1.82 10.49 1.22 1.13 2.45 3.80 3.99 1.72 10.92 1.23 1.14 2.41 3.58 3.75 1.62 11.35 1.23 1.15 2.37 3.38 3.53 1.53

Page 111: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 62 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.59 0.58 1.77 4.45 4.91 1.98 7.90 0.62 0.60 1.72 4.10 4.51 1.84 8.33 0.63 0.61 1.66 3.79 4.16 1.70 8.76 0.64 0.61 1.60 3.51 3.84 1.58 9.20 0.64 0.60 1.54 3.25 3.56 1.47 9.63 0.63 0.60 1.48 3.02 3.30 1.36 10.06 0.62 0.59 1.42 2.82 3.07 1.27 10.49 0.61 0.58 1.36 2.63 2.87 1.19 10.92 0.60 0.56 1.30 2.46 2.68 1.11 11.35 0.58 0.55 1.24 2.30 2.50 1.04

Page 112: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 63 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.58 0.01 2.88 0.09 9.14 0.00 7.90 1.89 0.01 3.17 0.08 9.08 0.00 8.33 2.19 0.01 3.44 0.07 8.91 0.00 8.76 2.47 0.01 3.68 0.07 8.68 0.00 9.20 2.72 0.01 3.89 0.06 8.41 0.00 9.63 2.95 0.01 4.07 0.06 8.12 0.00 10.06 3.16 0.01 4.23 0.05 7.82 0.00 10.49 3.36 0.01 4.38 0.05 7.53 0.00 10.92 3.53 0.01 4.50 0.05 7.24 0.00 11.35 3.69 0.01 4.61 0.04 6.96 0.00

Page 113: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 64 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.97 0.01 1.87 0.07 6.31 0.00 7.90 1.11 0.01 1.96 0.07 6.06 0.00 8.33 1.23 0.01 2.03 0.06 5.76 0.00 8.76 1.33 0.01 2.08 0.06 5.46 0.00 9.20 1.41 0.01 2.12 0.05 5.16 0.00 9.63 1.48 0.01 2.13 0.05 4.88 0.00 10.06 1.53 0.01 2.14 0.04 4.61 0.00 10.49 1.56 0.01 2.14 0.04 4.36 0.00 10.92 1.59 0.01 2.13 0.04 4.12 0.00 11.35 1.61 0.00 2.11 0.04 3.90 0.00

Page 114: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 65 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.65 0.01 1.30 0.07 4.58 0.00 7.90 0.70 0.01 1.30 0.06 4.27 0.00 8.33 0.73 0.01 1.29 0.05 3.97 0.00 8.76 0.76 0.01 1.26 0.05 3.70 0.00 9.20 0.77 0.01 1.24 0.05 3.44 0.00 9.63 0.78 0.01 1.20 0.04 3.21 0.00 10.06 0.78 0.01 1.17 0.04 2.99 0.00 10.49 0.77 0.01 1.13 0.04 2.80 0.00 10.92 0.76 0.00 1.09 0.03 2.62 0.00 11.35 0.75 0.00 1.05 0.03 2.46 0.00

Page 115: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 66 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.43 1.30 3.81 8.32 8.62 3.56 7.90 1.64 1.50 4.04 8.05 8.30 3.49 8.33 1.84 1.68 4.23 7.75 7.95 3.40 8.76 2.02 1.85 4.39 7.44 7.60 3.30 9.20 2.18 2.00 4.54 7.13 7.25 3.18 9.63 2.32 2.14 4.66 6.83 6.92 3.07 10.06 2.45 2.27 4.76 6.53 6.60 2.95 10.49 2.57 2.39 4.85 6.24 6.30 2.84 10.92 2.68 2.49 4.93 5.97 6.01 2.73 11.35 2.77 2.59 5.00 5.71 5.74 2.62

Page 116: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 67 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.89 0.83 2.53 5.97 6.31 2.57 7.90 0.98 0.91 2.56 5.61 5.91 2.44 8.33 1.05 0.97 2.57 5.27 5.53 2.31 8.76 1.11 1.02 2.56 4.94 5.17 2.17 9.20 1.15 1.06 2.55 4.64 4.84 2.05 9.63 1.18 1.09 2.52 4.36 4.53 1.93 10.06 1.20 1.12 2.49 4.09 4.25 1.82 10.49 1.22 1.13 2.45 3.85 3.99 1.72 10.92 1.23 1.14 2.41 3.63 3.76 1.62 11.35 1.23 1.15 2.36 3.42 3.54 1.53

Page 117: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 68 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.59 0.59 1.76 4.53 4.91 1.98 7.90 0.62 0.60 1.71 4.17 4.51 1.84 8.33 0.63 0.61 1.65 3.85 4.16 1.70 8.76 0.64 0.61 1.59 3.56 3.84 1.58 9.20 0.64 0.61 1.53 3.31 3.56 1.47 9.63 0.63 0.60 1.47 3.07 3.31 1.36 10.06 0.62 0.59 1.41 2.86 3.08 1.27 10.49 0.61 0.58 1.35 2.67 2.87 1.19 10.92 0.60 0.57 1.29 2.50 2.68 1.11 11.35 0.58 0.55 1.24 2.34 2.50 1.04

Page 118: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 69 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 0.03 3.16 5.42 24.72 0.05 0.11 7.90 0.03 3.20 5.46 22.90 0.05 0.10 8.33 0.03 3.27 5.49 21.30 0.04 0.10 8.76 0.03 3.36 5.51 19.86 0.04 0.09 9.20 0.02 3.46 5.53 18.54 0.04 0.08 9.63 0.02 3.57 5.54 17.34 0.04 0.08 10.06 0.02 3.67 5.55 16.24 0.03 0.07 10.49 0.02 3.77 5.56 15.24 0.03 0.07 10.92 0.02 3.87 5.57 14.32 0.03 0.07 11.35 0.02 3.97 5.57 13.48 0.03 0.06

Page 119: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 70 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.02 2.79 3.83 20.71 0.05 0.09 7.90 0.02 2.65 3.71 18.99 0.05 0.08 8.33 0.02 2.54 3.58 17.49 0.04 0.08 8.76 0.02 2.45 3.46 16.15 0.04 0.07 9.20 0.02 2.36 3.35 14.94 0.04 0.06 9.63 0.02 2.29 3.24 13.85 0.03 0.06 10.06 0.01 2.23 3.13 12.86 0.03 0.06 10.49 0.01 2.17 3.03 11.96 0.03 0.05 10.92 0.01 2.11 2.93 11.15 0.03 0.05 11.35 0.01 2.06 2.84 10.41 0.02 0.05

Page 120: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 71 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.02 2.74 2.90 18.42 0.05 0.08 7.90 0.02 2.53 2.72 16.82 0.05 0.07 8.33 0.01 2.35 2.55 15.42 0.04 0.07 8.76 0.01 2.18 2.40 14.18 0.04 0.06 9.20 0.01 2.03 2.26 13.07 0.04 0.06 9.63 0.01 1.89 2.13 12.07 0.03 0.05 10.06 0.01 1.77 2.01 11.17 0.03 0.05 10.49 0.01 1.66 1.89 10.36 0.03 0.04 10.92 0.01 1.56 1.79 9.63 0.03 0.04 11.35 0.01 1.47 1.70 8.96 0.02 0.04

Page 121: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 72 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.42 1.29 3.70 8.21 8.58 3.57 7.90 1.64 1.49 3.95 7.95 8.26 3.50 8.33 1.84 1.67 4.17 7.67 7.92 3.41 8.76 2.02 1.84 4.34 7.36 7.58 3.30 9.20 2.18 2.00 4.50 7.06 7.23 3.19 9.63 2.32 2.14 4.62 6.76 6.90 3.07 10.06 2.45 2.27 4.73 6.47 6.59 2.96 10.49 2.57 2.38 4.83 6.19 6.28 2.84 10.92 2.68 2.49 4.91 5.92 6.00 2.73 11.35 2.77 2.59 4.98 5.66 5.72 2.62

Page 122: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 73 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.89 0.82 2.42 5.89 6.28 2.58 7.90 0.98 0.89 2.47 5.54 5.88 2.45 8.33 1.05 0.96 2.50 5.20 5.50 2.31 8.76 1.11 1.01 2.50 4.88 5.15 2.18 9.20 1.15 1.05 2.49 4.58 4.82 2.05 9.63 1.18 1.09 2.47 4.30 4.52 1.94 10.06 1.20 1.11 2.45 4.04 4.24 1.82 10.49 1.22 1.13 2.41 3.81 3.98 1.72 10.92 1.23 1.14 2.38 3.58 3.74 1.62 11.35 1.23 1.15 2.34 3.38 3.52 1.53

Page 123: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 74 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.60 0.57 1.63 4.46 4.88 1.99 7.90 0.62 0.59 1.61 4.11 4.49 1.85 8.33 0.63 0.60 1.56 3.80 4.14 1.71 8.76 0.64 0.60 1.52 3.51 3.82 1.59 9.20 0.64 0.60 1.46 3.26 3.54 1.47 9.63 0.63 0.59 1.41 3.03 3.29 1.37 10.06 0.62 0.58 1.36 2.82 3.06 1.28 10.49 0.61 0.57 1.30 2.63 2.85 1.19 10.92 0.60 0.56 1.25 2.46 2.66 1.11 11.35 0.58 0.55 1.20 2.31 2.49 1.04

Page 124: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 75 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 0.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 82 0.00 0 0.02 179 0.00 0 0.00 90 0.00 0 0.1795 35.00 0.00 83 0.00 0 0.03 179 0.00 0 0.01 90 0.00 0 0.2094 30.00 0.00 84 0.00 0 0.04 179 0.00 0 0.01 90 0.00 0 0.2513 25.00 0.01 85 0.00 0 0.06 178 0.00 0 0.02 90 0.00 0 0.2992 21.00 0.01 85 0.00 0 0.09 177 0.00 0 0.05 90 0.00 0 0.3142 20.00 0.01 86 0.00 0 0.10 177 0.00 0 0.06 90 0.00 0 0.3307 19.00 0.02 86 0.00 0 0.11 176 0.00 0 0.07 90 0.00 0 0.3491 18.00 0.02 86 0.00 0 0.12 176 0.00 0 0.09 90 0.00 0 0.3696 17.00 0.03 86 0.00 0 0.13 175 0.00 0 0.11 90 0.00 0 0.3927 16.00 0.03 86 0.00 0 0.14 175 0.00 0 0.14 90 0.00 0 0.4189 15.00 0.04 86 0.00 0 0.16 174 0.00 0 0.18 90 0.00 0 0.4488 14.00 0.06 86 0.00 0 0.18 173 0.00 -89 0.23 90 0.00 0 0.4833 13.00 0.08 87 0.00 0 0.20 171 0.00 -90 0.31 89 0.00 0 0.5236 12.00 0.11 86 0.00 89 0.21 169 0.00 -91 0.41 89 0.00 0 0.5712 11.00 0.15 86 0.00 88 0.23 167 0.00 -93 0.56 88 0.00 89 0.6283 10.00 0.21 85 0.00 85 0.22 164 0.00 -96 0.75 87 0.00 88 0.6981 9.00 0.28 84 0.00 80 0.17 162 0.01 -102 0.95 85 0.00 87 0.7854 8.00 0.32 84 0.01 69 0.08 179 0.01 -114 1.01 84 0.00 87 0.8976 7.00 0.27 102 0.01 37 0.10 -78 0.03 -148 0.72 104 0.00 96 1.0472 6.00 0.23 162 0.00 23 0.10 -47 0.01 -162 0.68 172 0.00 180 1.2566 5.00 0.20 -88 0.00 107 0.05 85 0.01 -78 0.54 -87 0.00 -75 1.5708 4.00 0.15 134 0.00 -32 0.05 -81 0.00 142 0.37 138 0.00 0 2.0944 3.00 0.13 -129 0.00 0 0.03 129 0.00 -129 0.27 -128 0.00 0

Page 125: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 76 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 45.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 81 0.00 93 0.02 180 0.00 -89 0.00 90 0.00 1 0.1795 35.00 0.00 83 0.00 94 0.03 179 0.00 -89 0.00 90 0.00 1 0.2094 30.00 0.00 84 0.00 95 0.04 179 0.01 -89 0.01 90 0.00 1 0.2513 25.00 0.00 85 0.01 96 0.06 179 0.02 -89 0.02 90 0.01 1 0.2992 21.00 0.01 86 0.01 97 0.09 178 0.04 -89 0.03 90 0.02 1 0.3142 20.00 0.01 86 0.01 97 0.10 178 0.04 -89 0.04 90 0.02 1 0.3307 19.00 0.01 86 0.02 97 0.11 178 0.05 -89 0.05 90 0.03 1 0.3491 18.00 0.01 87 0.02 97 0.12 177 0.07 -89 0.06 90 0.03 1 0.3696 17.00 0.02 87 0.03 98 0.13 177 0.08 -89 0.08 90 0.04 1 0.3927 16.00 0.02 87 0.03 98 0.15 176 0.10 -89 0.10 90 0.05 1 0.4189 15.00 0.03 87 0.04 98 0.17 176 0.13 -89 0.13 90 0.07 1 0.4488 14.00 0.04 87 0.05 98 0.19 175 0.18 -89 0.17 90 0.09 1 0.4833 13.00 0.05 87 0.07 98 0.22 174 0.24 -89 0.23 90 0.11 1 0.5236 12.00 0.07 87 0.09 98 0.24 173 0.32 -90 0.31 89 0.15 1 0.5712 11.00 0.11 87 0.12 97 0.28 172 0.44 -90 0.44 89 0.20 1 0.6283 10.00 0.15 86 0.17 97 0.31 170 0.62 -90 0.62 87 0.27 1 0.6981 9.00 0.22 83 0.24 95 0.32 167 0.87 -92 0.88 85 0.35 2 0.7854 8.00 0.31 79 0.33 87 0.31 163 1.19 -97 1.19 80 0.45 6 0.8976 7.00 0.37 75 0.25 56 0.21 156 0.99 -122 1.39 74 0.53 12 1.0472 6.00 0.25 84 0.29 144 0.04 -123 0.83 -49 0.89 76 0.46 24 1.2566 5.00 0.15 164 0.15 176 0.05 -31 0.37 31 0.38 164 0.00 107 1.5708 4.00 0.04 9 0.11 23 0.02 117 0.29 -148 0.09 0 0.13 -120 2.0944 3.00 0.02 136 0.03 66 0.01 -5 0.19 -136 0.05 135 0.06 25

Page 126: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 77 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 0 0.00 89 0.02 -179 0.00 -89 0.00 0 0.00 0 0.1795 35.00 0.00 0 0.00 89 0.03 -179 0.01 -89 0.00 0 0.00 0 0.2094 30.00 0.00 0 0.01 89 0.04 -179 0.01 -89 0.00 0 0.00 0 0.2513 25.00 0.00 0 0.01 89 0.06 -179 0.03 -89 0.00 0 0.00 0 0.2992 21.00 0.00 0 0.02 89 0.09 -179 0.05 -89 0.00 0 0.00 90 0.3142 20.00 0.00 0 0.02 89 0.10 -179 0.06 -89 0.00 0 0.00 90 0.3307 19.00 0.00 0 0.03 89 0.11 -179 0.08 -89 0.00 0 0.00 90 0.3491 18.00 0.00 0 0.03 89 0.12 -179 0.09 -89 0.00 0 0.00 90 0.3696 17.00 0.00 0 0.04 89 0.14 -179 0.12 -89 0.00 0 0.00 90 0.3927 16.00 0.00 2 0.05 89 0.15 -179 0.15 -89 0.00 0 0.00 90 0.4189 15.00 0.00 2 0.06 89 0.18 -179 0.20 -89 0.00 0 0.00 90 0.4488 14.00 0.00 3 0.08 89 0.20 -179 0.27 -89 0.00 0 0.00 90 0.4833 13.00 0.00 3 0.11 89 0.24 -179 0.36 -89 0.00 0 0.00 90 0.5236 12.00 0.00 4 0.15 89 0.28 -179 0.51 -90 0.00 0 0.00 90 0.5712 11.00 0.00 4 0.23 88 0.33 180 0.75 -90 0.00 36 0.00 90 0.6283 10.00 0.00 3 0.35 87 0.41 179 1.16 -91 0.00 16 0.01 90 0.6981 9.00 0.00 -2 0.60 83 0.51 177 1.94 -94 0.00 -3 0.01 87 0.7854 8.00 0.01 -18 1.21 72 0.66 171 3.76 -105 0.01 -31 0.02 79 0.8976 7.00 0.01 -61 2.56 29 0.77 156 7.47 -147 0.03 -82 0.03 40 1.0472 6.00 0.01 -125 1.93 -22 0.59 140 5.11 157 0.04 -153 0.02 -10 1.2566 5.00 0.00 -146 1.02 -8 0.29 158 2.24 167 0.02 -174 0.00 15 1.5708 4.00 0.00 -127 0.57 54 0.11 -133 0.75 -135 0.01 -128 0.00 -87 2.0944 3.00 0.00 36 0.08 -147 0.02 32 0.54 118 0.01 28 0.07 -15

Page 127: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 78 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 135.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -79 0.00 86 0.02 -178 0.00 -89 0.00 -89 0.00 180 0.1795 35.00 0.00 -80 0.00 85 0.03 -178 0.00 -89 0.00 -89 0.00 180 0.2094 30.00 0.00 -82 0.00 84 0.04 -178 0.01 -89 0.01 -89 0.00 179 0.2513 25.00 0.00 -83 0.01 83 0.06 -178 0.02 -89 0.02 -89 0.01 179 0.2992 21.00 0.01 -84 0.01 82 0.09 -177 0.04 -89 0.03 -89 0.02 179 0.3142 20.00 0.01 -84 0.01 82 0.10 -177 0.04 -89 0.04 -89 0.02 179 0.3307 19.00 0.01 -84 0.02 82 0.11 -176 0.05 -89 0.05 -89 0.03 179 0.3491 18.00 0.01 -85 0.02 81 0.12 -176 0.07 -89 0.06 -89 0.03 179 0.3696 17.00 0.02 -85 0.03 81 0.13 -176 0.08 -89 0.08 -89 0.04 179 0.3927 16.00 0.02 -85 0.03 81 0.15 -175 0.10 -89 0.10 -89 0.05 179 0.4189 15.00 0.03 -85 0.04 81 0.17 -175 0.13 -89 0.13 -89 0.07 179 0.4488 14.00 0.04 -86 0.05 81 0.19 -174 0.18 -89 0.17 -89 0.09 179 0.4833 13.00 0.05 -86 0.07 80 0.22 -173 0.23 -89 0.23 -89 0.11 179 0.5236 12.00 0.07 -86 0.09 80 0.25 -172 0.32 -89 0.31 -89 0.15 179 0.5712 11.00 0.11 -87 0.12 80 0.28 -170 0.44 -89 0.44 -90 0.20 180 0.6283 10.00 0.15 -89 0.17 80 0.31 -168 0.61 -90 0.62 -91 0.27 180 0.6981 9.00 0.22 -91 0.24 79 0.34 -163 0.86 -91 0.88 -93 0.35 -178 0.7854 8.00 0.31 -96 0.33 74 0.35 -156 1.16 -96 1.20 -97 0.45 -175 0.8976 7.00 0.36 -101 0.29 47 0.30 -142 0.92 -117 1.40 -103 0.52 -168 1.0472 6.00 0.24 -91 0.26 128 0.21 -103 0.86 -48 0.90 -100 0.46 -157 1.2566 5.00 0.14 -12 0.15 178 0.12 -18 0.38 32 0.40 -13 0.01 124 1.5708 4.00 0.04 -167 0.10 17 0.03 152 0.30 -144 0.10 -179 0.13 58 2.0944 3.00 0.03 -25 0.04 55 0.02 -30 0.21 -138 0.06 -31 0.07 -166

Page 128: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 79 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -81 0.00 0 0.02 -178 0.00 0 0.00 -89 0.00 0 0.1795 35.00 0.00 -82 0.00 0 0.03 -178 0.00 0 0.01 -89 0.00 0 0.2094 30.00 0.00 -83 0.00 0 0.04 -178 0.00 0 0.01 -89 0.00 0 0.2513 25.00 0.01 -84 0.00 0 0.06 -177 0.00 0 0.02 -89 0.00 0 0.2992 21.00 0.01 -84 0.00 0 0.09 -176 0.00 0 0.05 -89 0.00 0 0.3142 20.00 0.01 -85 0.00 0 0.10 -176 0.00 0 0.06 -89 0.00 0 0.3307 19.00 0.02 -85 0.00 0 0.11 -175 0.00 0 0.07 -89 0.00 0 0.3491 18.00 0.02 -85 0.00 0 0.12 -175 0.00 0 0.09 -89 0.00 0 0.3696 17.00 0.03 -85 0.00 0 0.13 -174 0.00 0 0.11 -89 0.00 0 0.3927 16.00 0.03 -85 0.00 0 0.14 -174 0.00 0 0.14 -89 0.00 0 0.4189 15.00 0.04 -85 0.00 0 0.16 -173 0.00 0 0.18 -89 0.00 0 0.4488 14.00 0.06 -86 0.00 0 0.18 -172 0.00 89 0.23 -89 0.00 0 0.4833 13.00 0.08 -86 0.00 0 0.20 -171 0.00 89 0.31 -89 0.00 0 0.5236 12.00 0.11 -87 0.00 -90 0.21 -168 0.00 88 0.41 -89 0.00 0 0.5712 11.00 0.15 -87 0.00 -91 0.23 -165 0.00 87 0.56 -90 0.00 -89 0.6283 10.00 0.21 -89 0.00 -93 0.23 -158 0.00 84 0.75 -91 0.00 -90 0.6981 9.00 0.28 -91 0.00 -98 0.22 -143 0.01 78 0.95 -93 0.00 -91 0.7854 8.00 0.32 -91 0.01 -108 0.21 -114 0.01 67 1.02 -93 0.00 -90 0.8976 7.00 0.26 -73 0.01 -140 0.24 -74 0.03 34 0.74 -72 0.00 -81 1.0472 6.00 0.23 -14 0.00 -154 0.22 -21 0.01 18 0.69 -6 0.00 2 1.2566 5.00 0.20 94 0.00 -69 0.16 93 0.01 104 0.54 95 0.00 107 1.5708 4.00 0.15 -40 0.00 151 0.12 -53 0.00 -33 0.37 -37 0.00 0 2.0944 3.00 0.10 60 0.00 0 0.07 98 0.00 63 0.23 64 0.00 0

Page 129: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 80 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 225.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -80 0.00 -93 0.02 -179 0.00 90 0.00 -89 0.00 0 0.1795 35.00 0.00 -82 0.00 -94 0.03 -178 0.00 90 0.00 -89 0.00 0 0.2094 30.00 0.00 -83 0.00 -95 0.04 -178 0.01 90 0.01 -89 0.00 0 0.2513 25.00 0.00 -84 0.01 -96 0.06 -178 0.02 90 0.02 -89 0.01 0 0.2992 21.00 0.01 -85 0.01 -97 0.09 -177 0.04 90 0.03 -89 0.02 0 0.3142 20.00 0.01 -85 0.01 -97 0.10 -177 0.04 90 0.04 -89 0.02 0 0.3307 19.00 0.01 -85 0.02 -97 0.11 -177 0.05 90 0.05 -89 0.03 0 0.3491 18.00 0.01 -86 0.02 -98 0.12 -176 0.07 90 0.06 -89 0.03 0 0.3696 17.00 0.02 -86 0.03 -98 0.13 -176 0.08 90 0.08 -89 0.04 0 0.3927 16.00 0.02 -86 0.03 -98 0.15 -176 0.10 90 0.10 -89 0.05 0 0.4189 15.00 0.03 -86 0.04 -98 0.17 -175 0.13 90 0.13 -89 0.07 0 0.4488 14.00 0.04 -86 0.05 -98 0.19 -174 0.18 90 0.17 -89 0.09 0 0.4833 13.00 0.05 -87 0.07 -99 0.22 -174 0.24 90 0.23 -89 0.11 0 0.5236 12.00 0.07 -87 0.09 -99 0.24 -172 0.32 90 0.31 -89 0.15 0 0.5712 11.00 0.11 -88 0.12 -99 0.28 -171 0.44 90 0.44 -90 0.20 0 0.6283 10.00 0.15 -89 0.17 -99 0.31 -168 0.62 89 0.62 -91 0.27 0 0.6981 9.00 0.22 -92 0.24 -100 0.34 -164 0.87 88 0.88 -93 0.35 1 0.7854 8.00 0.31 -97 0.35 -106 0.35 -158 1.19 82 1.20 -97 0.45 4 0.8976 7.00 0.36 -101 0.32 -136 0.30 -143 0.98 57 1.40 -103 0.52 11 1.0472 6.00 0.25 -92 0.25 -50 0.21 -104 0.83 132 0.90 -100 0.46 22 1.2566 5.00 0.14 -13 0.15 -1 0.12 -19 0.37 -146 0.40 -13 0.01 -53 1.5708 4.00 0.04 -168 0.10 -162 0.03 149 0.30 35 0.10 -179 0.13 -121 2.0944 3.00 0.02 -26 0.04 -124 0.02 -25 0.21 41 0.06 -31 0.07 13

Page 130: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 81 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 270.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 0 0.00 -90 0.02 180 0.00 90 0.00 0 0.00 0 0.1795 35.00 0.00 0 0.00 -90 0.03 180 0.01 90 0.00 0 0.00 0 0.2094 30.00 0.00 0 0.01 -90 0.04 180 0.01 90 0.00 0 0.00 0 0.2513 25.00 0.00 0 0.01 -90 0.06 180 0.03 90 0.00 0 0.00 0 0.2992 21.00 0.00 0 0.02 -90 0.09 180 0.05 90 0.00 0 0.00 -89 0.3142 20.00 0.00 0 0.02 -90 0.10 180 0.06 90 0.00 0 0.00 -89 0.3307 19.00 0.00 0 0.03 -90 0.11 180 0.08 90 0.00 0 0.00 -89 0.3491 18.00 0.00 0 0.03 -90 0.12 180 0.09 90 0.00 0 0.00 -89 0.3696 17.00 0.00 0 0.04 -90 0.14 180 0.12 90 0.00 0 0.00 -89 0.3927 16.00 0.00 -1 0.05 -90 0.15 180 0.15 90 0.00 0 0.00 -89 0.4189 15.00 0.00 -1 0.06 -90 0.18 180 0.20 90 0.00 0 0.00 -89 0.4488 14.00 0.00 -2 0.08 -90 0.20 180 0.27 90 0.00 0 0.00 -89 0.4833 13.00 0.00 -2 0.11 -90 0.24 180 0.36 90 0.00 0 0.00 -89 0.5236 12.00 0.00 -4 0.15 -90 0.28 179 0.51 89 0.00 0 0.00 -89 0.5712 11.00 0.00 -6 0.23 -91 0.33 179 0.75 89 0.00 -58 0.00 -89 0.6283 10.00 0.00 -10 0.35 -92 0.41 178 1.16 88 0.00 -52 0.01 -89 0.6981 9.00 0.00 -20 0.60 -96 0.51 175 1.94 85 0.00 -59 0.01 -92 0.7854 8.00 0.01 -41 1.21 -107 0.66 169 3.76 74 0.01 -82 0.02 -100 0.8976 7.00 0.01 -79 2.56 -150 0.75 153 7.47 32 0.02 -123 0.03 -139 1.0472 6.00 0.01 -120 1.93 157 0.55 139 5.11 -22 0.02 -158 0.02 169 1.2566 5.00 0.00 -148 1.02 171 0.27 157 2.24 -12 0.01 180 0.00 -164 1.5708 4.00 0.00 -129 0.57 -125 0.11 -132 0.75 44 0.01 -128 0.00 92 2.0944 3.00 0.00 23 0.08 32 0.02 23 0.54 -61 0.01 23 0.07 164

Page 131: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 82 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 315.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 80 0.00 -86 0.02 179 0.00 90 0.00 90 0.00 -179 0.1795 35.00 0.00 81 0.00 -85 0.03 179 0.00 90 0.00 90 0.00 -179 0.2094 30.00 0.00 83 0.00 -84 0.04 179 0.01 90 0.01 90 0.00 -178 0.2513 25.00 0.00 84 0.01 -83 0.06 179 0.02 90 0.02 90 0.01 -178 0.2992 21.00 0.01 85 0.01 -82 0.09 178 0.04 90 0.03 90 0.02 -178 0.3142 20.00 0.01 85 0.01 -82 0.10 178 0.04 90 0.04 90 0.02 -178 0.3307 19.00 0.01 85 0.02 -82 0.11 177 0.05 90 0.05 90 0.03 -178 0.3491 18.00 0.01 86 0.02 -81 0.12 177 0.07 90 0.06 90 0.03 -178 0.3696 17.00 0.02 86 0.03 -81 0.13 177 0.08 90 0.08 90 0.04 -178 0.3927 16.00 0.02 86 0.03 -81 0.15 176 0.10 90 0.10 90 0.05 -178 0.4189 15.00 0.03 86 0.04 -81 0.17 176 0.13 90 0.13 90 0.07 -178 0.4488 14.00 0.04 86 0.05 -81 0.19 175 0.18 90 0.17 90 0.09 -178 0.4833 13.00 0.05 86 0.07 -81 0.22 174 0.23 90 0.23 90 0.11 -178 0.5236 12.00 0.07 86 0.09 -81 0.24 173 0.32 89 0.31 89 0.15 -178 0.5712 11.00 0.11 86 0.12 -81 0.28 171 0.44 89 0.44 89 0.20 -178 0.6283 10.00 0.15 85 0.17 -82 0.31 169 0.61 89 0.62 87 0.27 -178 0.6981 9.00 0.22 83 0.23 -84 0.33 166 0.86 88 0.88 85 0.35 -177 0.7854 8.00 0.31 79 0.31 -91 0.31 162 1.16 82 1.19 81 0.45 -173 0.8976 7.00 0.37 74 0.22 -116 0.21 154 0.94 62 1.39 74 0.53 -167 1.0472 6.00 0.25 84 0.30 -37 0.04 -132 0.86 129 0.89 76 0.46 -155 1.2566 5.00 0.15 164 0.15 -3 0.05 -34 0.37 -149 0.38 164 0.00 -76 1.5708 4.00 0.04 8 0.11 -156 0.02 111 0.29 31 0.09 0 0.13 59 2.0944 3.00 0.02 135 0.03 -113 0.01 0 0.19 43 0.05 135 0.06 -154

Page 132: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 83 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.30 0.02 0.98 0.06 4.29 0.00 7.90 1.21 0.02 1.03 0.05 4.02 0.00 8.33 1.12 0.02 1.06 0.05 3.74 0.00 8.76 1.04 0.02 1.07 0.05 3.49 0.00 9.20 0.96 0.02 1.06 0.04 3.25 0.00 9.63 0.89 0.01 1.05 0.04 3.03 0.00 10.06 0.83 0.01 1.03 0.04 2.83 0.00 10.49 0.78 0.01 1.00 0.03 2.65 0.00 10.92 0.73 0.01 0.98 0.03 2.48 0.00 11.35 0.68 0.01 0.95 0.03 2.33 0.00

Page 133: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 84 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.20 1.19 1.53 4.27 4.59 1.87 7.90 1.10 1.10 1.51 3.94 4.23 1.74 8.33 1.01 1.01 1.48 3.64 3.90 1.61 8.76 0.93 0.94 1.44 3.37 3.61 1.50 9.20 0.86 0.87 1.39 3.13 3.34 1.39 9.63 0.80 0.81 1.34 2.91 3.11 1.29 10.06 0.74 0.76 1.29 2.71 2.89 1.21 10.49 0.69 0.71 1.24 2.53 2.70 1.13 10.92 0.65 0.66 1.19 2.37 2.52 1.05 11.35 0.61 0.62 1.15 2.22 2.36 0.99

Page 134: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 85 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 0.03 5.92 2.76 17.17 0.08 0.08 7.90 0.03 5.40 2.59 15.68 0.07 0.07 8.33 0.03 4.96 2.43 14.40 0.07 0.06 8.76 0.02 4.56 2.29 13.25 0.06 0.06 9.20 0.02 4.20 2.16 12.22 0.06 0.05 9.63 0.02 3.88 2.03 11.30 0.05 0.05 10.06 0.02 3.59 1.92 10.46 0.05 0.05 10.49 0.02 3.33 1.82 9.71 0.04 0.04 10.92 0.02 3.09 1.72 9.02 0.04 0.04 11.35 0.02 2.88 1.63 8.41 0.04 0.04

Page 135: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 86 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.18 1.22 1.66 4.19 4.61 1.86 7.90 1.09 1.12 1.62 3.87 4.25 1.73 8.33 1.00 1.03 1.57 3.57 3.92 1.61 8.76 0.92 0.96 1.52 3.31 3.62 1.49 9.20 0.85 0.89 1.46 3.07 3.36 1.38 9.63 0.79 0.83 1.41 2.86 3.12 1.29 10.06 0.74 0.77 1.35 2.66 2.90 1.20 10.49 0.69 0.72 1.29 2.49 2.71 1.12 10.92 0.64 0.67 1.24 2.33 2.53 1.05 11.35 0.60 0.63 1.19 2.18 2.37 0.98

Page 136: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 87 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.29 0.02 1.22 0.06 4.31 0.00 7.90 1.20 0.02 1.22 0.06 4.04 0.00 8.33 1.11 0.02 1.21 0.05 3.76 0.00 8.76 1.03 0.02 1.20 0.05 3.50 0.00 9.20 0.95 0.02 1.17 0.04 3.26 0.00 9.63 0.88 0.02 1.14 0.04 3.04 0.00 10.06 0.82 0.01 1.11 0.04 2.84 0.00 10.49 0.77 0.01 1.08 0.03 2.66 0.00 10.92 0.72 0.01 1.04 0.03 2.49 0.00 11.35 0.68 0.01 1.01 0.03 2.34 0.00

Page 137: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 88 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.19 1.25 1.65 4.27 4.62 1.86 7.90 1.09 1.15 1.61 3.93 4.25 1.73 8.33 1.00 1.07 1.56 3.63 3.92 1.60 8.76 0.93 0.99 1.51 3.36 3.62 1.49 9.20 0.86 0.92 1.46 3.12 3.36 1.38 9.63 0.79 0.85 1.40 2.90 3.12 1.29 10.06 0.74 0.80 1.34 2.71 2.90 1.20 10.49 0.69 0.74 1.29 2.53 2.71 1.12 10.92 0.64 0.69 1.24 2.36 2.53 1.05 11.35 0.60 0.65 1.19 2.21 2.37 0.98

Page 138: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 89 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 0.02 5.92 2.72 17.17 0.05 0.08 7.90 0.02 5.40 2.56 15.69 0.04 0.07 8.33 0.02 4.96 2.40 14.40 0.04 0.06 8.76 0.02 4.56 2.26 13.25 0.04 0.06 9.20 0.01 4.20 2.13 12.22 0.03 0.05 9.63 0.01 3.88 2.01 11.30 0.03 0.05 10.06 0.01 3.59 1.90 10.46 0.03 0.05 10.49 0.01 3.33 1.80 9.71 0.03 0.04 10.92 0.01 3.09 1.70 9.02 0.02 0.04 11.35 0.01 2.88 1.61 8.41 0.02 0.04

Page 139: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 90 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Cargo CoG * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CCOG On Body MODEL At X = -5.6 Y = 0.2 Z = 12.9

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.20 1.16 1.54 4.20 4.59 1.87 7.90 1.10 1.07 1.52 3.88 4.22 1.74 8.33 1.01 0.99 1.48 3.58 3.90 1.61 8.76 0.93 0.92 1.44 3.32 3.60 1.50 9.20 0.86 0.85 1.39 3.08 3.34 1.39 9.63 0.80 0.79 1.34 2.86 3.10 1.29 10.06 0.75 0.74 1.29 2.67 2.89 1.21 10.49 0.69 0.69 1.24 2.49 2.69 1.13 10.92 0.65 0.65 1.20 2.33 2.52 1.05 11.35 0.61 0.61 1.15 2.18 2.36 0.99

Page 140: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 91 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 0.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 1.117 90 0.000 0 1.005 7 0.000 0 0.169 -89 0.000 0 0.1795 35.00 1.040 90 0.000 0 1.008 9 0.000 0 0.208 -89 0.000 0 0.2094 30.00 0.975 90 0.000 0 1.013 11 0.000 0 0.272 -89 0.000 0 0.2513 25.00 0.918 90 0.000 0 1.026 15 0.000 0 0.384 -89 0.000 0 0.2992 21.00 0.858 91 0.000 0 1.049 21 0.000 0 0.541 -89 0.000 0 0.3142 20.00 0.837 91 0.000 0 1.059 23 0.000 0 0.595 -89 0.000 0 0.3307 19.00 0.813 91 0.000 0 1.071 26 0.000 0 0.657 -89 0.000 0 0.3491 18.00 0.783 91 0.000 0 1.087 28 0.001 91 0.730 -89 0.000 0 0.3696 17.00 0.748 91 0.000 0 1.106 31 0.001 90 0.814 -89 0.000 0 0.3927 16.00 0.705 91 0.001 -89 1.131 35 0.001 90 0.913 -89 0.000 0 0.4189 15.00 0.653 91 0.001 -89 1.163 38 0.001 90 1.029 -89 0.001 -89 0.4488 14.00 0.588 91 0.001 -89 1.204 43 0.002 90 1.166 -89 0.001 -89 0.4833 13.00 0.505 91 0.001 -89 1.256 48 0.002 89 1.325 -90 0.001 -89 0.5236 12.00 0.402 92 0.001 -89 1.322 53 0.003 88 1.509 -90 0.001 -90 0.5712 11.00 0.270 92 0.002 -89 1.401 60 0.005 86 1.708 -91 0.001 -90 0.6283 10.00 0.106 96 0.002 -91 1.486 66 0.008 83 1.891 -92 0.001 -91 0.6981 9.00 0.082 -102 0.004 -95 1.518 72 0.013 77 1.948 -94 0.001 -92 0.7854 8.00 0.228 -96 0.006 -105 1.325 79 0.022 65 1.637 -95 0.001 -92 0.8976 7.00 0.229 -78 0.009 -138 0.838 103 0.035 31 0.896 -75 0.000 0 1.0472 6.00 0.177 -18 0.003 -153 0.566 166 0.012 17 0.620 -7 0.000 0 1.2566 5.00 0.127 91 0.001 -71 0.303 -88 0.004 101 0.341 92 0.000 0 1.5708 4.00 0.067 -45 0.000 0 0.135 132 0.001 -37 0.148 -41 0.000 0 2.0944 3.00 0.033 50 0.000 0 0.051 -119 0.000 0 0.061 51 0.000 0

Page 141: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 92 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 45.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.791 90 0.760 94 1.004 6 0.122 90 0.119 -89 0.073 -178 0.1795 35.00 0.737 90 0.707 95 1.006 7 0.151 90 0.147 -89 0.085 -178 0.2094 30.00 0.692 90 0.664 96 1.009 9 0.198 90 0.193 -89 0.106 -178 0.2513 25.00 0.653 89 0.629 99 1.018 12 0.280 90 0.273 -89 0.147 -178 0.2992 21.00 0.614 89 0.597 104 1.036 17 0.396 90 0.385 -89 0.204 -178 0.3142 20.00 0.601 89 0.586 106 1.043 19 0.437 90 0.424 -89 0.224 -178 0.3307 19.00 0.585 89 0.575 108 1.052 21 0.484 90 0.470 -89 0.247 -178 0.3491 18.00 0.567 88 0.563 110 1.064 23 0.538 90 0.523 -89 0.273 -178 0.3696 17.00 0.545 88 0.549 113 1.079 26 0.603 90 0.585 -89 0.303 -178 0.3927 16.00 0.519 88 0.533 117 1.099 28 0.678 90 0.659 -89 0.338 -178 0.4189 15.00 0.486 87 0.517 121 1.126 32 0.769 90 0.747 -89 0.380 -178 0.4488 14.00 0.446 86 0.500 127 1.161 36 0.877 90 0.854 -89 0.427 -178 0.4833 13.00 0.396 85 0.485 134 1.209 40 1.007 90 0.984 -89 0.482 -178 0.5236 12.00 0.333 83 0.475 144 1.274 45 1.162 89 1.142 -90 0.545 -178 0.5712 11.00 0.251 79 0.474 156 1.363 51 1.347 89 1.336 -90 0.612 -178 0.6283 10.00 0.147 69 0.487 170 1.486 56 1.561 89 1.565 -92 0.679 -178 0.6981 9.00 0.049 0 0.524 -172 1.632 61 1.786 87 1.802 -94 0.727 -177 0.7854 8.00 0.152 -80 0.609 -155 1.715 64 1.930 82 1.937 -99 0.732 -173 0.8976 7.00 0.243 -92 0.656 -157 1.468 63 1.231 57 1.726 -105 0.657 -167 1.0472 6.00 0.171 -82 0.285 -115 0.720 79 0.757 130 0.813 -103 0.419 -155 1.2566 5.00 0.091 -15 0.092 -5 0.237 165 0.233 -148 0.243 -15 0.003 -72 1.5708 4.00 0.020 -160 0.029 146 0.042 -2 0.119 31 0.037 180 0.053 59 2.0944 3.00 0.006 -33 0.020 -138 0.011 124 0.042 43 0.011 -44 0.014 -154

Page 142: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 93 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.004 179 1.073 90 1.000 1 0.173 90 0.000 0 0.001 -89 0.1795 35.00 0.004 179 0.998 90 1.000 1 0.214 90 0.000 0 0.001 -89 0.2094 30.00 0.004 178 0.936 90 1.001 1 0.280 90 0.000 0 0.001 -89 0.2513 25.00 0.004 177 0.882 90 1.001 2 0.399 90 0.000 0 0.002 -89 0.2992 21.00 0.004 176 0.826 90 1.002 3 0.567 90 0.000 0 0.003 -89 0.3142 20.00 0.004 176 0.807 90 1.002 3 0.627 90 0.000 0 0.003 -89 0.3307 19.00 0.004 175 0.785 90 1.003 3 0.697 90 0.000 0 0.004 -89 0.3491 18.00 0.004 175 0.759 90 1.004 4 0.780 90 0.000 0 0.004 -89 0.3696 17.00 0.004 174 0.728 90 1.005 4 0.878 90 0.000 0 0.005 -89 0.3927 16.00 0.004 173 0.691 90 1.006 5 0.998 90 0.000 0 0.005 -89 0.4189 15.00 0.004 173 0.644 90 1.008 6 1.144 90 0.000 0 0.006 -89 0.4488 14.00 0.004 172 0.586 90 1.012 7 1.327 90 0.000 0 0.007 -89 0.4833 13.00 0.004 170 0.511 90 1.017 8 1.561 90 0.000 0 0.008 -89 0.5236 12.00 0.004 169 0.413 91 1.026 9 1.870 89 0.001 -114 0.010 -89 0.5712 11.00 0.004 167 0.278 91 1.041 11 2.298 89 0.001 -143 0.012 -89 0.6283 10.00 0.005 165 0.080 99 1.067 12 2.936 88 0.003 -163 0.014 -89 0.6981 9.00 0.006 162 0.250 -104 1.122 14 3.992 85 0.007 176 0.019 -92 0.7854 8.00 0.008 149 0.902 -110 1.245 15 6.105 74 0.017 148 0.027 -100 0.8976 7.00 0.012 111 2.163 -151 1.544 0 9.280 32 0.039 97 0.038 -139 1.0472 6.00 0.008 52 1.510 157 0.905 -33 4.664 -22 0.035 26 0.016 169 1.2566 5.00 0.002 33 0.636 171 0.291 -18 1.420 -12 0.012 5 0.002 -164 1.5708 4.00 0.001 46 0.239 -126 0.067 45 0.302 44 0.004 51 0.001 92 2.0944 3.00 0.001 -38 0.019 90 0.011 -79 0.123 -61 0.002 -151 0.015 164

Page 143: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 94 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 135.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.791 -90 0.760 86 1.002 -3 0.122 90 0.119 90 0.073 0 0.1795 35.00 0.736 -90 0.707 85 1.003 -4 0.151 90 0.147 90 0.085 0 0.2094 30.00 0.692 -90 0.665 84 1.005 -6 0.198 90 0.193 90 0.106 0 0.2513 25.00 0.653 -91 0.629 81 1.009 -9 0.280 90 0.273 90 0.147 0 0.2992 21.00 0.614 -91 0.597 76 1.017 -13 0.396 90 0.385 90 0.204 0 0.3142 20.00 0.601 -91 0.587 74 1.020 -14 0.436 90 0.424 90 0.224 0 0.3307 19.00 0.586 -92 0.575 72 1.025 -15 0.483 90 0.469 90 0.247 0 0.3491 18.00 0.567 -92 0.563 70 1.031 -17 0.538 90 0.523 90 0.273 0 0.3696 17.00 0.545 -93 0.549 67 1.038 -19 0.602 90 0.585 90 0.303 0 0.3927 16.00 0.519 -93 0.534 64 1.048 -22 0.677 90 0.659 90 0.338 0 0.4189 15.00 0.487 -94 0.517 59 1.060 -25 0.767 90 0.747 90 0.379 0 0.4488 14.00 0.447 -95 0.501 53 1.077 -28 0.874 90 0.854 90 0.427 0 0.4833 13.00 0.397 -97 0.485 46 1.100 -32 1.003 90 0.983 90 0.482 0 0.5236 12.00 0.335 -99 0.474 36 1.130 -38 1.157 90 1.142 90 0.545 0 0.5712 11.00 0.255 -105 0.472 25 1.168 -44 1.339 90 1.335 89 0.612 0 0.6283 10.00 0.157 -118 0.484 11 1.211 -52 1.548 89 1.565 88 0.678 0 0.6981 9.00 0.074 -179 0.505 -2 1.240 -61 1.761 88 1.805 86 0.726 1 0.7854 8.00 0.157 109 0.493 -16 1.207 -73 1.881 83 1.945 82 0.728 4 0.8976 7.00 0.240 92 0.324 -8 1.040 -88 1.145 62 1.740 76 0.648 11 1.0472 6.00 0.168 102 0.430 -3 0.422 -106 0.788 131 0.821 79 0.419 22 1.2566 5.00 0.090 166 0.096 -5 0.108 -17 0.242 -147 0.251 166 0.008 -55 1.5708 4.00 0.021 21 0.081 -140 0.013 -176 0.122 35 0.042 0 0.055 -121 2.0944 3.00 0.008 159 0.008 -61 0.010 -8 0.047 41 0.014 148 0.015 13

Page 144: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 95 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 1.117 -89 0.000 0 1.005 -6 0.000 0 0.169 90 0.000 0 0.1795 35.00 1.040 -89 0.000 0 1.008 -8 0.000 0 0.208 90 0.000 0 0.2094 30.00 0.975 -89 0.000 0 1.013 -10 0.000 0 0.272 90 0.000 0 0.2513 25.00 0.918 -89 0.000 0 1.026 -14 0.000 0 0.384 90 0.000 0 0.2992 21.00 0.858 -90 0.000 0 1.049 -20 0.000 0 0.541 90 0.000 0 0.3142 20.00 0.837 -90 0.000 0 1.059 -22 0.000 0 0.595 90 0.000 0 0.3307 19.00 0.813 -90 0.000 0 1.071 -25 0.000 0 0.657 90 0.000 0 0.3491 18.00 0.783 -90 0.000 0 1.087 -27 0.001 -90 0.730 90 0.000 0 0.3696 17.00 0.748 -90 0.000 0 1.107 -30 0.001 -90 0.814 90 0.000 0 0.3927 16.00 0.705 -90 0.001 90 1.132 -34 0.001 -90 0.913 90 0.000 0 0.4189 15.00 0.653 -90 0.001 90 1.164 -38 0.001 -90 1.029 90 0.001 90 0.4488 14.00 0.588 -90 0.001 90 1.204 -42 0.002 -90 1.166 90 0.001 90 0.4833 13.00 0.506 -91 0.001 90 1.253 -47 0.002 -90 1.325 90 0.001 90 0.5236 12.00 0.402 -92 0.001 91 1.310 -53 0.003 -91 1.509 90 0.001 90 0.5712 11.00 0.271 -94 0.002 90 1.367 -60 0.005 -92 1.709 89 0.001 90 0.6283 10.00 0.110 -101 0.002 89 1.396 -68 0.008 -95 1.893 88 0.001 89 0.6981 9.00 0.077 100 0.004 85 1.323 -78 0.013 -101 1.954 86 0.001 88 0.7854 8.00 0.219 90 0.006 76 1.006 -86 0.022 -112 1.648 86 0.001 89 0.8976 7.00 0.221 105 0.009 44 0.436 -72 0.036 -145 0.913 107 0.000 0 1.0472 6.00 0.170 164 0.003 28 0.317 2 0.013 -161 0.632 173 0.000 0 1.2566 5.00 0.122 -85 0.001 111 0.177 96 0.004 -75 0.345 -84 0.000 0 1.5708 4.00 0.065 140 0.000 0 0.076 -28 0.001 146 0.151 142 0.000 0 2.0944 3.00 0.027 -119 0.000 0 0.030 48 0.000 0 0.053 -115 0.000 0

Page 145: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 96 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 225.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.791 -89 0.760 -93 1.004 -5 0.122 -89 0.119 90 0.073 179 0.1795 35.00 0.737 -89 0.707 -94 1.006 -6 0.151 -89 0.147 90 0.085 179 0.2094 30.00 0.692 -89 0.664 -95 1.009 -8 0.198 -89 0.193 90 0.106 179 0.2513 25.00 0.653 -88 0.629 -98 1.018 -11 0.280 -89 0.273 90 0.147 179 0.2992 21.00 0.614 -88 0.597 -103 1.035 -16 0.396 -89 0.385 90 0.204 179 0.3142 20.00 0.601 -88 0.586 -105 1.043 -18 0.437 -89 0.424 90 0.224 179 0.3307 19.00 0.585 -88 0.575 -107 1.052 -20 0.484 -89 0.470 90 0.247 179 0.3491 18.00 0.567 -87 0.562 -109 1.064 -22 0.538 -89 0.523 90 0.273 179 0.3696 17.00 0.545 -87 0.548 -112 1.079 -25 0.603 -89 0.585 90 0.303 179 0.3927 16.00 0.519 -87 0.533 -115 1.099 -27 0.678 -89 0.659 90 0.338 179 0.4189 15.00 0.486 -86 0.516 -120 1.125 -31 0.769 -89 0.747 90 0.380 179 0.4488 14.00 0.446 -85 0.500 -126 1.160 -35 0.877 -89 0.854 90 0.427 179 0.4833 13.00 0.396 -85 0.484 -133 1.206 -39 1.007 -89 0.984 90 0.482 179 0.5236 12.00 0.332 -83 0.473 -143 1.266 -45 1.162 -89 1.142 90 0.545 179 0.5712 11.00 0.250 -80 0.471 -155 1.343 -51 1.347 -89 1.336 89 0.612 179 0.6283 10.00 0.144 -72 0.483 -168 1.434 -58 1.561 -90 1.566 88 0.678 180 0.6981 9.00 0.053 3 0.504 176 1.517 -67 1.785 -91 1.807 86 0.726 -178 0.7854 8.00 0.176 64 0.492 161 1.518 -78 1.928 -97 1.947 82 0.727 -175 0.8976 7.00 0.281 69 0.295 169 1.218 -93 1.213 -122 1.738 76 0.647 -168 1.0472 6.00 0.195 80 0.426 177 0.506 -93 0.759 -47 0.821 79 0.419 -157 1.2566 5.00 0.089 167 0.095 174 0.138 -4 0.237 33 0.251 166 0.008 126 1.5708 4.00 0.015 -2 0.081 39 0.033 -156 0.122 -144 0.041 0 0.055 58 2.0944 3.00 0.006 144 0.008 118 0.008 -64 0.048 -138 0.014 148 0.015 -166

Page 146: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 97 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 270.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.004 -178 1.073 -89 1.000 0 0.173 -89 0.000 0 0.001 90 0.1795 35.00 0.004 -178 0.998 -89 1.000 0 0.214 -89 0.000 0 0.001 90 0.2094 30.00 0.004 -177 0.936 -89 1.001 0 0.280 -89 0.000 0 0.001 90 0.2513 25.00 0.004 -176 0.882 -89 1.001 -1 0.399 -89 0.000 0 0.002 90 0.2992 21.00 0.004 -175 0.826 -89 1.002 -2 0.567 -89 0.000 0 0.003 90 0.3142 20.00 0.004 -175 0.807 -89 1.002 -2 0.627 -89 0.000 0 0.003 90 0.3307 19.00 0.004 -174 0.785 -89 1.003 -2 0.697 -89 0.000 0 0.004 90 0.3491 18.00 0.004 -174 0.759 -89 1.003 -3 0.780 -89 0.000 0 0.004 90 0.3696 17.00 0.004 -173 0.728 -89 1.004 -3 0.878 -89 0.000 0 0.005 90 0.3927 16.00 0.004 -172 0.691 -89 1.005 -4 0.998 -89 0.000 0 0.005 90 0.4189 15.00 0.004 -172 0.644 -89 1.007 -5 1.144 -89 0.000 0 0.006 90 0.4488 14.00 0.004 -171 0.586 -89 1.010 -6 1.327 -89 0.000 0 0.007 90 0.4833 13.00 0.004 -170 0.511 -89 1.015 -7 1.561 -89 0.000 0 0.008 90 0.5236 12.00 0.004 -169 0.413 -88 1.024 -8 1.870 -90 0.001 98 0.010 90 0.5712 11.00 0.004 -168 0.278 -88 1.038 -11 2.298 -90 0.001 121 0.012 90 0.6283 10.00 0.005 -169 0.080 -80 1.065 -15 2.936 -91 0.003 127 0.014 90 0.6981 9.00 0.006 -174 0.250 75 1.105 -22 3.992 -94 0.006 120 0.019 87 0.7854 8.00 0.006 170 0.902 69 1.153 -37 6.106 -105 0.013 97 0.027 79 0.8976 7.00 0.007 141 2.163 28 0.863 -79 9.281 -147 0.020 56 0.038 40 1.0472 6.00 0.005 83 1.510 -22 0.185 -87 4.664 157 0.021 21 0.016 -10 1.2566 5.00 0.001 36 0.636 -8 0.053 -46 1.419 167 0.009 0 0.002 15 1.5708 4.00 0.001 56 0.239 53 0.015 50 0.302 -135 0.004 51 0.001 -87 2.0944 3.00 0.002 177 0.019 -89 0.011 137 0.123 118 0.002 -156 0.015 -15

Page 147: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 98 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 315.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.791 91 0.760 -85 1.002 4 0.122 -89 0.119 -89 0.073 0 0.1795 35.00 0.736 91 0.707 -84 1.003 5 0.151 -89 0.147 -89 0.085 0 0.2094 30.00 0.692 91 0.665 -83 1.005 7 0.198 -89 0.193 -89 0.106 1 0.2513 25.00 0.653 92 0.629 -80 1.009 10 0.280 -89 0.273 -89 0.147 1 0.2992 21.00 0.614 92 0.597 -75 1.017 14 0.396 -89 0.385 -89 0.204 1 0.3142 20.00 0.601 92 0.587 -73 1.020 15 0.436 -89 0.424 -89 0.224 1 0.3307 19.00 0.586 93 0.576 -71 1.025 16 0.483 -89 0.469 -89 0.247 1 0.3491 18.00 0.567 93 0.563 -69 1.030 18 0.538 -89 0.523 -89 0.273 1 0.3696 17.00 0.545 94 0.549 -66 1.038 20 0.602 -89 0.585 -89 0.303 1 0.3927 16.00 0.519 94 0.534 -62 1.048 23 0.677 -89 0.659 -89 0.338 1 0.4189 15.00 0.487 95 0.518 -58 1.061 26 0.767 -89 0.747 -89 0.379 1 0.4488 14.00 0.447 96 0.501 -52 1.078 29 0.874 -89 0.854 -89 0.427 1 0.4833 13.00 0.397 97 0.486 -45 1.103 33 1.003 -89 0.983 -89 0.482 1 0.5236 12.00 0.334 100 0.476 -35 1.138 38 1.157 -90 1.142 -90 0.545 1 0.5712 11.00 0.253 104 0.475 -23 1.189 44 1.339 -90 1.335 -90 0.612 1 0.6283 10.00 0.151 116 0.488 -9 1.264 50 1.548 -90 1.563 -92 0.679 1 0.6981 9.00 0.078 -175 0.522 6 1.359 55 1.761 -91 1.800 -94 0.727 2 0.7854 8.00 0.192 -121 0.599 23 1.400 60 1.883 -97 1.934 -98 0.731 6 0.8976 7.00 0.294 -114 0.625 23 1.259 64 1.167 -117 1.726 -105 0.655 12 1.0472 6.00 0.204 -102 0.290 65 0.641 70 0.786 -50 0.812 -103 0.419 24 1.2566 5.00 0.091 -15 0.093 174 0.210 158 0.237 30 0.243 -15 0.003 103 1.5708 4.00 0.014 174 0.029 -32 0.027 -26 0.119 -148 0.037 -179 0.053 -120 2.0944 3.00 0.005 -56 0.020 41 0.012 161 0.042 -136 0.011 -44 0.014 25

Page 148: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 99 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.15 0.02 7.33 0.09 9.12 0.00 7.90 1.35 0.02 7.37 0.08 9.06 0.00 8.33 1.60 0.02 7.34 0.07 8.89 0.00 8.76 1.85 0.02 7.28 0.07 8.66 0.00 9.20 2.11 0.02 7.21 0.06 8.39 0.00 9.63 2.35 0.01 7.13 0.06 8.11 0.00 10.06 2.57 0.01 7.04 0.05 7.81 0.00 10.49 2.78 0.01 6.96 0.05 7.52 0.00 10.92 2.97 0.01 6.87 0.05 7.23 0.00 11.35 3.15 0.01 6.79 0.04 6.96 0.00

Page 149: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 100 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.80 0.02 5.07 0.07 6.28 0.00 7.90 0.86 0.02 4.90 0.07 6.03 0.00 8.33 0.94 0.02 4.71 0.06 5.75 0.00 8.76 1.03 0.01 4.52 0.06 5.44 0.00 9.20 1.11 0.01 4.34 0.05 5.15 0.00 9.63 1.18 0.01 4.16 0.05 4.87 0.00 10.06 1.24 0.01 3.99 0.04 4.60 0.00 10.49 1.29 0.01 3.83 0.04 4.35 0.00 10.92 1.33 0.01 3.68 0.04 4.11 0.00 11.35 1.36 0.01 3.54 0.04 3.89 0.00

Page 150: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 101 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.67 0.02 3.71 0.06 4.55 0.00 7.90 0.66 0.01 3.48 0.06 4.25 0.00 8.33 0.66 0.01 3.26 0.05 3.95 0.00 8.76 0.66 0.01 3.05 0.05 3.68 0.00 9.20 0.67 0.01 2.86 0.05 3.42 0.00 9.63 0.67 0.01 2.69 0.04 3.19 0.00 10.06 0.67 0.01 2.53 0.04 2.98 0.00 10.49 0.67 0.01 2.38 0.04 2.79 0.00 10.92 0.66 0.01 2.25 0.03 2.61 0.00 11.35 0.65 0.01 2.12 0.03 2.45 0.00

Page 151: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 102 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.03 2.80 7.99 8.33 8.59 3.57 7.90 1.19 2.77 7.85 8.06 8.27 3.50 8.33 1.36 2.75 7.71 7.76 7.93 3.41 8.76 1.54 2.75 7.56 7.45 7.58 3.30 9.20 1.70 2.75 7.41 7.14 7.24 3.19 9.63 1.86 2.77 7.27 6.83 6.91 3.07 10.06 2.00 2.78 7.14 6.53 6.59 2.96 10.49 2.14 2.81 7.02 6.25 6.29 2.84 10.92 2.26 2.83 6.91 5.97 6.00 2.73 11.35 2.37 2.86 6.80 5.71 5.73 2.62

Page 152: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 103 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.73 2.06 5.75 5.98 6.29 2.58 7.90 0.77 1.96 5.46 5.62 5.89 2.45 8.33 0.82 1.88 5.18 5.27 5.51 2.31 8.76 0.87 1.80 4.93 4.95 5.15 2.18 9.20 0.92 1.73 4.69 4.64 4.82 2.06 9.63 0.96 1.67 4.46 4.36 4.52 1.94 10.06 0.99 1.62 4.26 4.10 4.24 1.82 10.49 1.01 1.57 4.06 3.86 3.98 1.72 10.92 1.03 1.52 3.88 3.63 3.74 1.62 11.35 1.05 1.48 3.72 3.42 3.53 1.53

Page 153: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 104 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.60 1.63 4.40 4.54 4.88 1.99 7.90 0.58 1.51 4.08 4.18 4.49 1.85 8.33 0.58 1.41 3.79 3.86 4.14 1.71 8.76 0.57 1.32 3.53 3.57 3.83 1.59 9.20 0.57 1.24 3.29 3.31 3.54 1.47 9.63 0.56 1.16 3.08 3.08 3.29 1.37 10.06 0.55 1.09 2.89 2.87 3.06 1.28 10.49 0.54 1.03 2.71 2.68 2.85 1.19 10.92 0.53 0.97 2.54 2.50 2.66 1.11 11.35 0.52 0.92 2.39 2.34 2.49 1.04

Page 154: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 105 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 0.04 4.64 6.16 24.72 0.09 0.11 7.90 0.03 4.33 6.09 22.90 0.08 0.10 8.33 0.03 4.11 6.03 21.30 0.08 0.10 8.76 0.03 3.95 5.98 19.86 0.07 0.09 9.20 0.03 3.84 5.93 18.54 0.06 0.08 9.63 0.03 3.78 5.89 17.34 0.06 0.08 10.06 0.03 3.75 5.86 16.24 0.05 0.07 10.49 0.03 3.75 5.83 15.24 0.05 0.07 10.92 0.03 3.77 5.80 14.32 0.05 0.07 11.35 0.03 3.80 5.77 13.48 0.04 0.06

Page 155: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 106 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.03 4.38 4.62 20.71 0.09 0.09 7.90 0.03 4.02 4.40 18.99 0.08 0.08 8.33 0.03 3.73 4.19 17.49 0.07 0.08 8.76 0.02 3.47 4.00 16.15 0.07 0.07 9.20 0.02 3.24 3.82 14.94 0.06 0.06 9.63 0.02 3.05 3.66 13.85 0.06 0.06 10.06 0.02 2.87 3.51 12.86 0.05 0.06 10.49 0.02 2.72 3.36 11.96 0.05 0.05 10.92 0.02 2.59 3.23 11.15 0.04 0.05 11.35 0.02 2.47 3.11 10.41 0.04 0.05

Page 156: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 107 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.03 4.33 3.77 18.42 0.09 0.08 7.90 0.02 3.96 3.50 16.82 0.08 0.07 8.33 0.02 3.63 3.25 15.42 0.07 0.07 8.76 0.02 3.34 3.03 14.18 0.07 0.06 9.20 0.02 3.08 2.83 13.07 0.06 0.06 9.63 0.02 2.85 2.64 12.07 0.06 0.05 10.06 0.02 2.64 2.48 11.17 0.05 0.05 10.49 0.02 2.45 2.32 10.36 0.05 0.04 10.92 0.01 2.28 2.18 9.62 0.04 0.04 11.35 0.01 2.13 2.05 8.96 0.04 0.04

Page 157: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 108 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.06 2.56 6.23 8.20 8.61 3.56 7.90 1.21 2.57 6.26 7.95 8.29 3.49 8.33 1.38 2.59 6.26 7.66 7.94 3.40 8.76 1.55 2.61 6.24 7.36 7.59 3.30 9.20 1.71 2.63 6.21 7.05 7.25 3.18 9.63 1.87 2.66 6.18 6.75 6.92 3.07 10.06 2.01 2.69 6.14 6.46 6.60 2.95 10.49 2.14 2.73 6.11 6.18 6.30 2.84 10.92 2.26 2.77 6.07 5.91 6.01 2.73 11.35 2.38 2.81 6.04 5.66 5.73 2.62

Page 158: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 109 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.74 1.83 4.37 5.88 6.31 2.57 7.90 0.78 1.77 4.22 5.53 5.91 2.44 8.33 0.83 1.70 4.07 5.19 5.52 2.31 8.76 0.88 1.65 3.92 4.87 5.17 2.18 9.20 0.93 1.60 3.77 4.57 4.84 2.05 9.63 0.96 1.55 3.62 4.30 4.53 1.93 10.06 0.99 1.51 3.49 4.04 4.25 1.82 10.49 1.02 1.47 3.36 3.80 3.99 1.72 10.92 1.04 1.43 3.24 3.58 3.75 1.62 11.35 1.05 1.40 3.12 3.38 3.53 1.53

Page 159: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 110 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.60 1.44 3.25 4.45 4.91 1.98 7.90 0.59 1.34 3.05 4.10 4.51 1.84 8.33 0.58 1.25 2.86 3.79 4.16 1.70 8.76 0.58 1.18 2.68 3.51 3.84 1.58 9.20 0.57 1.11 2.52 3.25 3.56 1.47 9.63 0.56 1.04 2.37 3.02 3.30 1.36 10.06 0.55 0.98 2.23 2.82 3.07 1.27 10.49 0.54 0.93 2.10 2.63 2.87 1.19 10.92 0.53 0.88 1.99 2.46 2.68 1.11 11.35 0.52 0.84 1.88 2.30 2.50 1.04

Page 160: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 111 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.14 0.02 6.56 0.09 9.14 0.00 7.90 1.35 0.02 6.73 0.08 9.08 0.00 8.33 1.59 0.02 6.82 0.07 8.91 0.00 8.76 1.85 0.02 6.84 0.07 8.68 0.00 9.20 2.10 0.02 6.84 0.06 8.41 0.00 9.63 2.34 0.02 6.81 0.06 8.12 0.00 10.06 2.57 0.01 6.76 0.05 7.82 0.00 10.49 2.78 0.01 6.71 0.05 7.53 0.00 10.92 2.97 0.01 6.66 0.05 7.24 0.00 11.35 3.15 0.01 6.60 0.04 6.96 0.00

Page 161: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 112 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.79 0.02 4.39 0.07 6.31 0.00 7.90 0.85 0.02 4.33 0.07 6.06 0.00 8.33 0.93 0.02 4.23 0.06 5.76 0.00 8.76 1.02 0.01 4.10 0.06 5.46 0.00 9.20 1.10 0.01 3.97 0.05 5.16 0.00 9.63 1.18 0.01 3.83 0.05 4.88 0.00 10.06 1.24 0.01 3.70 0.04 4.61 0.00 10.49 1.29 0.01 3.57 0.04 4.36 0.00 10.92 1.33 0.01 3.44 0.04 4.12 0.00 11.35 1.36 0.01 3.32 0.04 3.90 0.00

Page 162: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 113 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.65 0.02 3.06 0.07 4.58 0.00 7.90 0.64 0.01 2.92 0.06 4.27 0.00 8.33 0.65 0.01 2.77 0.05 3.97 0.00 8.76 0.65 0.01 2.61 0.05 3.70 0.00 9.20 0.66 0.01 2.47 0.05 3.44 0.00 9.63 0.66 0.01 2.33 0.04 3.21 0.00 10.06 0.66 0.01 2.20 0.04 2.99 0.00 10.49 0.66 0.01 2.08 0.04 2.80 0.00 10.92 0.66 0.01 1.97 0.03 2.62 0.00 11.35 0.65 0.01 1.87 0.03 2.46 0.00

Page 163: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 114 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.07 2.54 7.44 8.32 8.62 3.56 7.90 1.22 2.56 7.40 8.05 8.30 3.49 8.33 1.38 2.57 7.32 7.75 7.95 3.40 8.76 1.55 2.60 7.22 7.44 7.60 3.30 9.20 1.71 2.62 7.12 7.13 7.25 3.18 9.63 1.87 2.65 7.02 6.83 6.92 3.07 10.06 2.01 2.69 6.92 6.53 6.60 2.95 10.49 2.14 2.72 6.83 6.24 6.30 2.84 10.92 2.26 2.76 6.74 5.97 6.01 2.73 11.35 2.38 2.80 6.65 5.71 5.74 2.62

Page 164: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 115 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.78 1.82 5.25 5.97 6.31 2.57 7.90 0.81 1.75 5.03 5.61 5.91 2.44 8.33 0.86 1.69 4.81 5.27 5.53 2.31 8.76 0.90 1.63 4.60 4.94 5.17 2.17 9.20 0.94 1.59 4.39 4.64 4.84 2.05 9.63 0.97 1.54 4.20 4.36 4.53 1.93 10.06 1.00 1.50 4.02 4.09 4.25 1.82 10.49 1.02 1.46 3.85 3.85 3.99 1.72 10.92 1.04 1.43 3.69 3.63 3.76 1.62 11.35 1.06 1.39 3.54 3.42 3.54 1.53

Page 165: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 116 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.65 1.42 3.91 4.53 4.91 1.98 7.90 0.63 1.33 3.65 4.17 4.51 1.84 8.33 0.62 1.24 3.41 3.85 4.16 1.70 8.76 0.61 1.16 3.19 3.56 3.84 1.58 9.20 0.60 1.09 2.98 3.31 3.56 1.47 9.63 0.59 1.03 2.80 3.07 3.31 1.36 10.06 0.57 0.97 2.63 2.86 3.08 1.27 10.49 0.56 0.92 2.47 2.67 2.87 1.19 10.92 0.55 0.87 2.32 2.50 2.68 1.11 11.35 0.53 0.83 2.19 2.34 2.50 1.04

Page 166: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 117 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 0.03 4.64 5.55 24.72 0.05 0.11 7.90 0.03 4.33 5.58 22.90 0.05 0.10 8.33 0.03 4.11 5.60 21.30 0.04 0.10 8.76 0.03 3.95 5.61 19.86 0.04 0.09 9.20 0.03 3.84 5.62 18.54 0.04 0.08 9.63 0.03 3.78 5.62 17.34 0.04 0.08 10.06 0.03 3.75 5.62 16.24 0.03 0.07 10.49 0.02 3.75 5.62 15.24 0.03 0.07 10.92 0.02 3.77 5.62 14.32 0.03 0.07 11.35 0.02 3.80 5.62 13.48 0.03 0.06

Page 167: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 118 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.02 4.38 3.87 20.71 0.05 0.09 7.90 0.02 4.02 3.74 18.99 0.05 0.08 8.33 0.02 3.73 3.62 17.49 0.04 0.08 8.76 0.02 3.47 3.49 16.15 0.04 0.07 9.20 0.02 3.24 3.38 14.94 0.04 0.06 9.63 0.02 3.05 3.26 13.85 0.03 0.06 10.06 0.02 2.87 3.16 12.86 0.03 0.06 10.49 0.01 2.72 3.05 11.96 0.03 0.05 10.92 0.01 2.59 2.96 11.15 0.03 0.05 11.35 0.01 2.47 2.86 10.41 0.02 0.05

Page 168: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 119 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.02 4.33 2.84 18.42 0.05 0.08 7.90 0.02 3.96 2.67 16.82 0.05 0.07 8.33 0.02 3.63 2.51 15.42 0.04 0.07 8.76 0.01 3.34 2.36 14.18 0.04 0.06 9.20 0.01 3.08 2.22 13.07 0.04 0.06 9.63 0.01 2.85 2.10 12.07 0.03 0.05 10.06 0.01 2.64 1.98 11.17 0.03 0.05 10.49 0.01 2.45 1.87 10.36 0.03 0.04 10.92 0.01 2.28 1.77 9.63 0.03 0.04 11.35 0.01 2.13 1.68 8.96 0.02 0.04

Page 169: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 120 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.11 2.77 6.77 8.21 8.58 3.57 7.90 1.25 2.75 6.70 7.95 8.26 3.50 8.33 1.41 2.74 6.63 7.67 7.92 3.41 8.76 1.57 2.74 6.55 7.36 7.58 3.30 9.20 1.73 2.74 6.48 7.06 7.23 3.19 9.63 1.88 2.76 6.41 6.76 6.90 3.07 10.06 2.02 2.78 6.34 6.47 6.59 2.96 10.49 2.15 2.80 6.28 6.19 6.28 2.84 10.92 2.27 2.83 6.23 5.92 6.00 2.73 11.35 2.38 2.86 6.17 5.66 5.72 2.62

Page 170: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 121 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.82 2.03 4.86 5.89 6.28 2.58 7.90 0.84 1.94 4.64 5.54 5.88 2.45 8.33 0.88 1.86 4.43 5.20 5.50 2.31 8.76 0.92 1.78 4.23 4.88 5.15 2.18 9.20 0.96 1.72 4.04 4.58 4.82 2.05 9.63 0.99 1.66 3.87 4.30 4.52 1.94 10.06 1.01 1.60 3.71 4.04 4.24 1.82 10.49 1.03 1.56 3.56 3.81 3.98 1.72 10.92 1.05 1.51 3.42 3.58 3.74 1.62 11.35 1.06 1.47 3.29 3.38 3.52 1.53

Page 171: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 122 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.69 1.60 3.72 4.46 4.88 1.99 7.90 0.66 1.49 3.46 4.11 4.49 1.85 8.33 0.65 1.39 3.22 3.80 4.14 1.71 8.76 0.63 1.30 3.01 3.51 3.82 1.59 9.20 0.62 1.22 2.82 3.26 3.54 1.47 9.63 0.60 1.15 2.64 3.03 3.29 1.37 10.06 0.59 1.08 2.48 2.82 3.06 1.28 10.49 0.57 1.02 2.33 2.63 2.85 1.19 10.92 0.56 0.96 2.19 2.46 2.66 1.11 11.35 0.54 0.91 2.07 2.31 2.49 1.04

Page 172: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 123 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 0.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 84 0.00 0 0.02 -172 0.00 0 0.00 90 0.00 0 0.1795 35.00 0.00 85 0.00 0 0.03 -170 0.00 0 0.01 90 0.00 0 0.2094 30.00 0.00 86 0.00 0 0.04 -168 0.00 0 0.01 90 0.00 0 0.2513 25.00 0.01 86 0.00 0 0.06 -164 0.00 0 0.02 90 0.00 0 0.2992 21.00 0.02 87 0.00 0 0.09 -158 0.00 0 0.05 90 0.00 0 0.3142 20.00 0.02 87 0.00 0 0.10 -156 0.00 0 0.06 90 0.00 0 0.3307 19.00 0.02 87 0.00 0 0.12 -153 0.00 0 0.07 90 0.00 0 0.3491 18.00 0.03 87 0.00 0 0.13 -151 0.00 0 0.09 90 0.00 0 0.3696 17.00 0.04 87 0.00 0 0.15 -148 0.00 0 0.11 90 0.00 0 0.3927 16.00 0.05 87 0.00 0 0.17 -144 0.00 0 0.14 90 0.00 0 0.4189 15.00 0.06 87 0.00 0 0.20 -141 0.00 0 0.18 90 0.00 0 0.4488 14.00 0.08 87 0.00 0 0.24 -136 0.00 -89 0.23 90 0.00 0 0.4833 13.00 0.11 87 0.00 90 0.29 -131 0.00 -90 0.31 89 0.00 0 0.5236 12.00 0.15 87 0.00 89 0.36 -126 0.00 -91 0.41 89 0.00 0 0.5712 11.00 0.20 87 0.00 88 0.46 -119 0.00 -93 0.56 88 0.00 89 0.6283 10.00 0.28 86 0.00 85 0.59 -113 0.00 -96 0.75 87 0.00 88 0.6981 9.00 0.37 84 0.00 80 0.74 -107 0.01 -102 0.95 85 0.00 87 0.7854 8.00 0.42 84 0.01 70 0.82 -100 0.01 -114 1.01 84 0.00 87 0.8976 7.00 0.34 102 0.01 37 0.68 -76 0.03 -148 0.72 104 0.00 96 1.0472 6.00 0.30 165 0.01 23 0.62 -13 0.01 -162 0.68 172 0.00 180 1.2566 5.00 0.26 -88 0.00 106 0.48 91 0.01 -78 0.54 -87 0.00 -75 1.5708 4.00 0.19 135 0.00 -34 0.33 -47 0.00 142 0.37 138 0.00 0 2.0944 3.00 0.15 -129 0.00 0 0.22 60 0.00 -129 0.27 -128 0.00 0

Page 173: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 124 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 45.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 93 0.00 59 0.02 -173 0.00 -89 0.00 90 0.00 1 0.1795 35.00 0.00 94 0.00 58 0.03 -172 0.00 -89 0.00 90 0.00 1 0.2094 30.00 0.00 94 0.01 55 0.04 -170 0.01 -89 0.01 90 0.00 1 0.2513 25.00 0.01 95 0.01 53 0.06 -167 0.02 -89 0.02 90 0.01 1 0.2992 21.00 0.01 95 0.02 51 0.09 -162 0.04 -89 0.03 90 0.02 1 0.3142 20.00 0.01 95 0.02 50 0.10 -160 0.04 -89 0.04 90 0.02 1 0.3307 19.00 0.02 95 0.03 50 0.11 -158 0.05 -89 0.05 90 0.03 1 0.3491 18.00 0.02 95 0.04 49 0.13 -156 0.07 -89 0.06 90 0.03 1 0.3696 17.00 0.03 95 0.05 49 0.15 -153 0.08 -89 0.08 90 0.04 1 0.3927 16.00 0.03 95 0.06 49 0.17 -151 0.10 -89 0.10 90 0.05 1 0.4189 15.00 0.04 95 0.07 49 0.20 -147 0.13 -89 0.13 90 0.07 1 0.4488 14.00 0.06 95 0.09 48 0.23 -143 0.18 -89 0.17 90 0.09 1 0.4833 13.00 0.08 95 0.12 49 0.28 -139 0.24 -89 0.23 90 0.11 1 0.5236 12.00 0.11 95 0.16 49 0.35 -134 0.32 -90 0.31 89 0.15 1 0.5712 11.00 0.15 94 0.22 49 0.44 -128 0.44 -90 0.44 89 0.20 1 0.6283 10.00 0.21 92 0.31 50 0.59 -123 0.62 -90 0.62 87 0.27 1 0.6981 9.00 0.31 89 0.43 52 0.80 -118 0.87 -92 0.88 85 0.35 2 0.7854 8.00 0.42 85 0.62 51 1.06 -115 1.19 -97 1.19 80 0.45 6 0.8976 7.00 0.49 79 0.71 32 1.18 -116 0.99 -122 1.39 74 0.53 12 1.0472 6.00 0.32 88 0.38 82 0.79 -100 0.83 -49 0.89 76 0.46 24 1.2566 5.00 0.19 164 0.18 -177 0.37 -14 0.37 31 0.38 164 0.00 107 1.5708 4.00 0.05 16 0.08 -20 0.10 177 0.29 -148 0.09 0 0.13 -120 2.0944 3.00 0.03 146 0.10 41 0.05 -55 0.19 -136 0.05 135 0.06 25

Page 174: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 125 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 0 0.00 90 0.02 -178 0.00 -89 0.00 0 0.00 0 0.1795 35.00 0.00 0 0.00 90 0.03 -178 0.01 -89 0.00 0 0.00 0 0.2094 30.00 0.00 0 0.01 90 0.04 -178 0.01 -89 0.00 0 0.00 0 0.2513 25.00 0.00 0 0.01 90 0.06 -177 0.03 -89 0.00 0 0.00 0 0.2992 21.00 0.00 0 0.02 89 0.09 -176 0.05 -89 0.00 0 0.00 90 0.3142 20.00 0.00 0 0.03 89 0.10 -176 0.06 -89 0.00 0 0.00 90 0.3307 19.00 0.00 0 0.03 89 0.11 -176 0.08 -89 0.00 0 0.00 90 0.3491 18.00 0.00 0 0.04 89 0.12 -175 0.09 -89 0.00 0 0.00 90 0.3696 17.00 0.00 0 0.05 89 0.14 -175 0.12 -89 0.00 0 0.00 90 0.3927 16.00 0.00 -4 0.06 89 0.16 -174 0.15 -89 0.00 0 0.00 90 0.4189 15.00 0.00 -4 0.08 89 0.18 -173 0.20 -89 0.00 0 0.00 90 0.4488 14.00 0.00 -5 0.11 89 0.20 -172 0.27 -89 0.00 0 0.00 90 0.4833 13.00 0.00 -5 0.15 89 0.24 -171 0.36 -89 0.00 0 0.00 90 0.5236 12.00 0.00 -5 0.21 89 0.28 -170 0.51 -90 0.00 0 0.00 90 0.5712 11.00 0.00 -6 0.30 88 0.34 -168 0.75 -90 0.00 36 0.00 90 0.6283 10.00 0.00 -7 0.47 88 0.42 -167 1.16 -91 0.00 16 0.01 90 0.6981 9.00 0.00 -13 0.80 83 0.55 -165 1.94 -94 0.00 -3 0.01 87 0.7854 8.00 0.01 -30 1.60 72 0.77 -164 3.76 -105 0.01 -31 0.02 79 0.8976 7.00 0.02 -74 3.33 30 1.24 179 7.47 -147 0.03 -82 0.03 40 1.0472 6.00 0.01 -137 2.45 -22 0.99 146 5.11 157 0.04 -153 0.02 -10 1.2566 5.00 0.01 -157 1.25 -9 0.46 161 2.24 167 0.02 -174 0.00 15 1.5708 4.00 0.00 -132 0.64 52 0.17 -134 0.75 -135 0.01 -128 0.00 -87 2.0944 3.00 0.00 137 0.10 -83 0.05 100 0.54 118 0.01 28 0.07 -15

Page 175: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 126 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 135.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -73 0.00 120 0.02 176 0.00 -89 0.00 -89 0.00 180 0.1795 35.00 0.00 -75 0.00 122 0.03 175 0.00 -89 0.00 -89 0.00 180 0.2094 30.00 0.00 -76 0.01 124 0.04 173 0.01 -89 0.01 -89 0.00 179 0.2513 25.00 0.01 -77 0.01 127 0.06 170 0.02 -89 0.02 -89 0.01 179 0.2992 21.00 0.01 -78 0.02 129 0.09 166 0.04 -89 0.03 -89 0.02 179 0.3142 20.00 0.01 -78 0.02 129 0.10 165 0.04 -89 0.04 -89 0.02 179 0.3307 19.00 0.02 -78 0.03 130 0.11 164 0.05 -89 0.05 -89 0.03 179 0.3491 18.00 0.02 -78 0.04 130 0.13 162 0.07 -89 0.06 -89 0.03 179 0.3696 17.00 0.03 -79 0.04 131 0.14 160 0.08 -89 0.08 -89 0.04 179 0.3927 16.00 0.03 -79 0.06 131 0.16 157 0.10 -89 0.10 -89 0.05 179 0.4189 15.00 0.04 -79 0.07 131 0.19 154 0.13 -89 0.13 -89 0.07 179 0.4488 14.00 0.06 -79 0.09 131 0.22 151 0.18 -89 0.17 -89 0.09 179 0.4833 13.00 0.08 -80 0.12 131 0.26 147 0.23 -89 0.23 -89 0.11 179 0.5236 12.00 0.11 -80 0.16 131 0.31 141 0.32 -89 0.31 -89 0.15 179 0.5712 11.00 0.15 -81 0.22 130 0.38 135 0.44 -89 0.44 -90 0.20 180 0.6283 10.00 0.21 -83 0.29 129 0.48 127 0.61 -90 0.62 -91 0.27 180 0.6981 9.00 0.31 -86 0.39 127 0.60 118 0.86 -91 0.88 -93 0.35 -178 0.7854 8.00 0.42 -91 0.48 121 0.74 106 1.16 -96 1.20 -97 0.45 -175 0.8976 7.00 0.49 -97 0.27 128 0.84 91 0.92 -117 1.40 -103 0.52 -168 1.0472 6.00 0.32 -87 0.57 166 0.46 73 0.86 -48 0.90 -100 0.46 -157 1.2566 5.00 0.18 -13 0.19 -177 0.17 162 0.38 32 0.40 -13 0.01 124 1.5708 4.00 0.06 -161 0.22 38 0.03 3 0.30 -144 0.10 -179 0.13 58 2.0944 3.00 0.04 -20 0.04 107 0.04 171 0.21 -138 0.06 -31 0.07 -166

Page 176: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 127 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -83 0.00 0 0.02 173 0.00 0 0.00 -89 0.00 0 0.1795 35.00 0.00 -84 0.00 0 0.03 171 0.00 0 0.01 -89 0.00 0 0.2094 30.00 0.00 -85 0.00 0 0.04 169 0.00 0 0.01 -89 0.00 0 0.2513 25.00 0.01 -85 0.00 0 0.06 165 0.00 0 0.02 -89 0.00 0 0.2992 21.00 0.02 -86 0.00 0 0.09 159 0.00 0 0.05 -89 0.00 0 0.3142 20.00 0.02 -86 0.00 0 0.10 157 0.00 0 0.06 -89 0.00 0 0.3307 19.00 0.02 -86 0.00 0 0.12 154 0.00 0 0.07 -89 0.00 0 0.3491 18.00 0.03 -86 0.00 0 0.13 152 0.00 0 0.09 -89 0.00 0 0.3696 17.00 0.04 -86 0.00 0 0.15 149 0.00 0 0.11 -89 0.00 0 0.3927 16.00 0.05 -86 0.00 0 0.17 145 0.00 0 0.14 -89 0.00 0 0.4189 15.00 0.06 -86 0.00 0 0.20 141 0.00 0 0.18 -89 0.00 0 0.4488 14.00 0.08 -87 0.00 0 0.24 137 0.00 89 0.23 -89 0.00 0 0.4833 13.00 0.11 -87 0.00 -89 0.29 132 0.00 89 0.31 -89 0.00 0 0.5236 12.00 0.15 -87 0.00 -90 0.36 126 0.00 88 0.41 -89 0.00 0 0.5712 11.00 0.20 -88 0.00 -91 0.45 119 0.00 87 0.56 -90 0.00 -89 0.6283 10.00 0.28 -89 0.00 -93 0.55 111 0.00 84 0.75 -91 0.00 -90 0.6981 9.00 0.37 -91 0.00 -98 0.64 101 0.01 78 0.95 -93 0.00 -91 0.7854 8.00 0.42 -92 0.01 -108 0.62 93 0.01 67 1.02 -93 0.00 -90 0.8976 7.00 0.33 -73 0.01 -140 0.35 107 0.03 34 0.74 -72 0.00 -81 1.0472 6.00 0.29 -12 0.01 -155 0.35 -177 0.01 18 0.69 -6 0.00 2 1.2566 5.00 0.25 94 0.00 -70 0.28 -83 0.01 104 0.54 95 0.00 107 1.5708 4.00 0.19 -39 0.00 149 0.19 151 0.00 -33 0.37 -37 0.00 0 2.0944 3.00 0.13 61 0.00 0 0.13 -131 0.00 63 0.23 64 0.00 0

Page 177: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 128 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 225.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -92 0.00 -59 0.02 174 0.00 90 0.00 -89 0.00 0 0.1795 35.00 0.00 -93 0.00 -57 0.03 173 0.00 90 0.00 -89 0.00 0 0.2094 30.00 0.00 -93 0.01 -55 0.04 171 0.01 90 0.01 -89 0.00 0 0.2513 25.00 0.01 -94 0.01 -52 0.06 168 0.02 90 0.02 -89 0.01 0 0.2992 21.00 0.01 -94 0.02 -50 0.09 163 0.04 90 0.03 -89 0.02 0 0.3142 20.00 0.01 -94 0.02 -50 0.10 161 0.04 90 0.04 -89 0.02 0 0.3307 19.00 0.02 -94 0.03 -49 0.11 159 0.05 90 0.05 -89 0.03 0 0.3491 18.00 0.02 -94 0.04 -49 0.13 157 0.07 90 0.06 -89 0.03 0 0.3696 17.00 0.03 -94 0.04 -49 0.15 154 0.08 90 0.08 -89 0.04 0 0.3927 16.00 0.03 -94 0.06 -48 0.17 152 0.10 90 0.10 -89 0.05 0 0.4189 15.00 0.04 -95 0.07 -48 0.20 148 0.13 90 0.13 -89 0.07 0 0.4488 14.00 0.06 -95 0.09 -48 0.23 144 0.18 90 0.17 -89 0.09 0 0.4833 13.00 0.08 -95 0.12 -48 0.28 140 0.24 90 0.23 -89 0.11 0 0.5236 12.00 0.11 -95 0.16 -49 0.35 134 0.32 90 0.31 -89 0.15 0 0.5712 11.00 0.15 -95 0.22 -49 0.44 128 0.44 90 0.44 -90 0.20 0 0.6283 10.00 0.22 -96 0.30 -51 0.57 121 0.62 89 0.62 -91 0.27 0 0.6981 9.00 0.31 -98 0.40 -53 0.74 112 0.87 88 0.88 -93 0.35 1 0.7854 8.00 0.44 -102 0.49 -59 0.94 101 1.19 82 1.20 -97 0.45 4 0.8976 7.00 0.52 -106 0.25 -61 0.98 86 0.98 57 1.40 -103 0.52 11 1.0472 6.00 0.35 -99 0.57 -11 0.55 86 0.83 132 0.90 -100 0.46 22 1.2566 5.00 0.18 -12 0.18 2 0.22 175 0.37 -146 0.40 -13 0.01 -53 1.5708 4.00 0.04 178 0.22 -141 0.08 23 0.30 35 0.10 -179 0.13 -121 2.0944 3.00 0.03 -34 0.04 -72 0.03 115 0.21 41 0.06 -31 0.07 13

Page 178: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 129 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 270.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 0 0.00 -89 0.02 179 0.00 90 0.00 0 0.00 0 0.1795 35.00 0.00 0 0.00 -89 0.03 179 0.01 90 0.00 0 0.00 0 0.2094 30.00 0.00 0 0.01 -90 0.04 179 0.01 90 0.00 0 0.00 0 0.2513 25.00 0.00 0 0.01 -90 0.06 178 0.03 90 0.00 0 0.00 0 0.2992 21.00 0.00 0 0.02 -90 0.09 177 0.05 90 0.00 0 0.00 -89 0.3142 20.00 0.00 0 0.03 -90 0.10 177 0.06 90 0.00 0 0.00 -89 0.3307 19.00 0.00 0 0.03 -90 0.11 177 0.08 90 0.00 0 0.00 -89 0.3491 18.00 0.00 0 0.04 -90 0.12 176 0.09 90 0.00 0 0.00 -89 0.3696 17.00 0.00 0 0.05 -90 0.14 176 0.12 90 0.00 0 0.00 -89 0.3927 16.00 0.00 5 0.06 -90 0.15 175 0.15 90 0.00 0 0.00 -89 0.4189 15.00 0.00 6 0.08 -90 0.18 174 0.20 90 0.00 0 0.00 -89 0.4488 14.00 0.00 6 0.11 -90 0.20 173 0.27 90 0.00 0 0.00 -89 0.4833 13.00 0.00 6 0.15 -90 0.24 172 0.36 90 0.00 0 0.00 -89 0.5236 12.00 0.00 6 0.21 -90 0.28 171 0.51 89 0.00 0 0.00 -89 0.5712 11.00 0.00 4 0.30 -91 0.34 168 0.75 89 0.00 -58 0.00 -89 0.6283 10.00 0.00 0 0.47 -91 0.42 164 1.16 88 0.00 -52 0.01 -89 0.6981 9.00 0.00 -10 0.80 -96 0.54 157 1.94 85 0.00 -59 0.01 -92 0.7854 8.00 0.01 -34 1.60 -107 0.71 142 3.76 74 0.01 -82 0.02 -100 0.8976 7.00 0.01 -69 3.33 -149 0.69 100 7.47 32 0.02 -123 0.03 -139 1.0472 6.00 0.01 -119 2.45 157 0.20 92 5.11 -22 0.02 -158 0.02 169 1.2566 5.00 0.00 -159 1.25 170 0.08 133 2.24 -12 0.01 180 0.00 -164 1.5708 4.00 0.00 -124 0.64 -127 0.04 -129 0.75 44 0.01 -128 0.00 92 2.0944 3.00 0.01 -1 0.10 96 0.05 -42 0.54 -61 0.01 23 0.07 164

Page 179: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 130 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 315.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 74 0.00 -120 0.02 -175 0.00 90 0.00 90 0.00 -179 0.1795 35.00 0.00 76 0.00 -122 0.03 -174 0.00 90 0.00 90 0.00 -179 0.2094 30.00 0.00 77 0.01 -124 0.04 -172 0.01 90 0.01 90 0.00 -178 0.2513 25.00 0.01 78 0.01 -126 0.06 -169 0.02 90 0.02 90 0.01 -178 0.2992 21.00 0.01 79 0.02 -128 0.09 -165 0.04 90 0.03 90 0.02 -178 0.3142 20.00 0.01 79 0.02 -129 0.10 -164 0.04 90 0.04 90 0.02 -178 0.3307 19.00 0.02 79 0.03 -129 0.11 -163 0.05 90 0.05 90 0.03 -178 0.3491 18.00 0.02 79 0.04 -130 0.13 -161 0.07 90 0.06 90 0.03 -178 0.3696 17.00 0.03 80 0.05 -130 0.14 -159 0.08 90 0.08 90 0.04 -178 0.3927 16.00 0.03 80 0.06 -130 0.16 -156 0.10 90 0.10 90 0.05 -178 0.4189 15.00 0.04 80 0.07 -131 0.19 -153 0.13 90 0.13 90 0.07 -178 0.4488 14.00 0.06 80 0.09 -131 0.22 -150 0.18 90 0.17 90 0.09 -178 0.4833 13.00 0.08 80 0.12 -131 0.26 -146 0.23 90 0.23 90 0.11 -178 0.5236 12.00 0.11 81 0.16 -131 0.31 -141 0.32 89 0.31 89 0.15 -178 0.5712 11.00 0.15 80 0.22 -130 0.39 -135 0.44 89 0.44 89 0.20 -178 0.6283 10.00 0.22 80 0.30 -129 0.50 -129 0.61 89 0.62 87 0.27 -178 0.6981 9.00 0.32 78 0.42 -128 0.66 -124 0.86 88 0.88 85 0.35 -177 0.7854 8.00 0.44 75 0.60 -129 0.86 -119 1.16 82 1.19 81 0.45 -173 0.8976 7.00 0.53 70 0.67 -145 1.01 -115 0.94 62 1.39 74 0.53 -167 1.0472 6.00 0.36 76 0.40 -96 0.70 -109 0.86 129 0.89 76 0.46 -155 1.2566 5.00 0.19 164 0.18 2 0.33 -21 0.37 -149 0.38 164 0.00 -76 1.5708 4.00 0.04 -4 0.08 159 0.07 153 0.29 31 0.09 0 0.13 59 2.0944 3.00 0.03 124 0.10 -138 0.05 -18 0.19 43 0.05 135 0.06 -154

Page 180: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 131 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.73 0.03 3.49 0.06 4.29 0.00 7.90 1.61 0.03 3.28 0.05 4.02 0.00 8.33 1.49 0.02 3.08 0.05 3.74 0.00 8.76 1.38 0.02 2.89 0.05 3.49 0.00 9.20 1.28 0.02 2.71 0.04 3.25 0.00 9.63 1.19 0.02 2.55 0.04 3.03 0.00 10.06 1.11 0.02 2.40 0.04 2.83 0.00 10.49 1.04 0.02 2.26 0.03 2.65 0.00 10.92 0.97 0.02 2.13 0.03 2.48 0.00 11.35 0.91 0.01 2.02 0.03 2.33 0.00

Page 181: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 132 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.62 2.30 4.13 4.27 4.59 1.87 7.90 1.49 2.12 3.84 3.94 4.23 1.74 8.33 1.37 1.96 3.57 3.64 3.90 1.61 8.76 1.26 1.81 3.33 3.37 3.61 1.50 9.20 1.17 1.68 3.11 3.13 3.34 1.39 9.63 1.09 1.57 2.91 2.91 3.11 1.29 10.06 1.01 1.46 2.73 2.71 2.89 1.21 10.49 0.94 1.36 2.56 2.53 2.70 1.13 10.92 0.88 1.27 2.41 2.37 2.52 1.05 11.35 0.82 1.19 2.27 2.22 2.36 0.99

Page 182: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 133 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 0.04 7.68 3.53 17.17 0.08 0.08 7.90 0.04 7.01 3.27 15.68 0.07 0.07 8.33 0.03 6.43 3.05 14.40 0.07 0.06 8.76 0.03 5.91 2.85 13.25 0.06 0.06 9.20 0.03 5.45 2.66 12.22 0.06 0.05 9.63 0.03 5.04 2.49 11.30 0.05 0.05 10.06 0.02 4.66 2.34 10.46 0.05 0.05 10.49 0.02 4.32 2.19 9.71 0.04 0.04 10.92 0.02 4.02 2.06 9.02 0.04 0.04 11.35 0.02 3.74 1.94 8.41 0.04 0.04

Page 183: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 134 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.62 1.92 3.06 4.19 4.61 1.86 7.90 1.49 1.78 2.87 3.87 4.25 1.73 8.33 1.37 1.65 2.70 3.57 3.92 1.61 8.76 1.27 1.53 2.53 3.31 3.62 1.49 9.20 1.17 1.42 2.38 3.07 3.36 1.38 9.63 1.09 1.32 2.24 2.86 3.12 1.29 10.06 1.01 1.23 2.12 2.66 2.90 1.20 10.49 0.94 1.15 2.00 2.49 2.71 1.12 10.92 0.88 1.08 1.89 2.33 2.53 1.05 11.35 0.83 1.01 1.79 2.18 2.37 0.98

Page 184: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 135 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.72 0.03 2.88 0.06 4.31 0.00 7.90 1.60 0.03 2.76 0.06 4.04 0.00 8.33 1.48 0.02 2.62 0.05 3.76 0.00 8.76 1.37 0.02 2.48 0.05 3.50 0.00 9.20 1.27 0.02 2.35 0.04 3.26 0.00 9.63 1.19 0.02 2.22 0.04 3.04 0.00 10.06 1.11 0.02 2.10 0.04 2.84 0.00 10.49 1.03 0.02 1.99 0.03 2.66 0.00 10.92 0.97 0.02 1.88 0.03 2.49 0.00 11.35 0.91 0.01 1.78 0.03 2.34 0.00

Page 185: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 136 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.68 1.92 3.68 4.27 4.62 1.86 7.90 1.55 1.78 3.44 3.93 4.25 1.73 8.33 1.42 1.65 3.22 3.63 3.92 1.60 8.76 1.31 1.53 3.01 3.36 3.62 1.49 9.20 1.22 1.42 2.82 3.12 3.36 1.38 9.63 1.13 1.33 2.65 2.90 3.12 1.29 10.06 1.05 1.24 2.49 2.71 2.90 1.20 10.49 0.98 1.16 2.34 2.53 2.71 1.12 10.92 0.91 1.08 2.21 2.36 2.53 1.05 11.35 0.85 1.02 2.08 2.21 2.37 0.98

Page 186: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 137 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 0.02 7.68 2.67 17.17 0.05 0.08 7.90 0.02 7.01 2.51 15.69 0.04 0.07 8.33 0.02 6.43 2.37 14.40 0.04 0.06 8.76 0.02 5.91 2.23 13.25 0.04 0.06 9.20 0.02 5.45 2.11 12.22 0.03 0.05 9.63 0.01 5.04 1.99 11.30 0.03 0.05 10.06 0.01 4.66 1.88 10.46 0.03 0.05 10.49 0.01 4.32 1.78 9.71 0.03 0.04 10.92 0.01 4.02 1.69 9.02 0.02 0.04 11.35 0.01 3.74 1.60 8.41 0.02 0.04

Page 187: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 138 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 1 Name = Accom * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC01 On Body MODEL At X = 40.1 Y = 5.0 Z = 18.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.70 2.24 3.49 4.20 4.59 1.87 7.90 1.56 2.06 3.25 3.88 4.22 1.74 8.33 1.44 1.91 3.04 3.58 3.90 1.61 8.76 1.33 1.77 2.84 3.32 3.60 1.50 9.20 1.23 1.64 2.66 3.08 3.34 1.39 9.63 1.14 1.53 2.49 2.86 3.10 1.29 10.06 1.06 1.42 2.34 2.67 2.89 1.21 10.49 0.99 1.33 2.21 2.49 2.69 1.13 10.92 0.92 1.24 2.08 2.33 2.52 1.05 11.35 0.86 1.16 1.96 2.18 2.36 0.99

Page 188: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 139 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 0.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 1.135 90 0.000 0 0.998 0 0.000 0 0.169 -89 0.000 0 0.1795 35.00 1.062 90 0.000 0 0.997 0 0.000 0 0.208 -89 0.000 0 0.2094 30.00 1.004 90 0.000 0 0.995 -1 0.000 0 0.272 -89 0.000 0 0.2513 25.00 0.958 90 0.000 0 0.990 -2 0.000 0 0.384 -89 0.000 0 0.2992 21.00 0.915 91 0.000 0 0.979 -3 0.000 0 0.541 -89 0.000 0 0.3142 20.00 0.899 91 0.000 0 0.974 -3 0.000 0 0.595 -89 0.000 0 0.3307 19.00 0.881 91 0.000 0 0.968 -4 0.000 0 0.657 -89 0.000 0 0.3491 18.00 0.860 91 0.000 0 0.960 -4 0.001 91 0.730 -89 0.000 0 0.3696 17.00 0.833 91 0.000 0 0.950 -5 0.001 90 0.814 -89 0.000 0 0.3927 16.00 0.801 91 0.000 0 0.936 -6 0.001 90 0.913 -89 0.000 0 0.4189 15.00 0.761 91 0.000 0 0.916 -7 0.001 90 1.029 -89 0.001 -89 0.4488 14.00 0.709 91 0.000 0 0.889 -9 0.002 90 1.166 -89 0.001 -89 0.4833 13.00 0.644 91 0.000 0 0.850 -10 0.002 89 1.325 -90 0.001 -89 0.5236 12.00 0.559 91 0.000 0 0.792 -13 0.003 88 1.509 -90 0.001 -90 0.5712 11.00 0.448 91 0.000 0 0.704 -16 0.005 86 1.708 -91 0.001 -90 0.6283 10.00 0.303 90 0.001 -86 0.570 -21 0.008 83 1.891 -92 0.001 -91 0.6981 9.00 0.123 90 0.001 -90 0.374 -26 0.013 77 1.948 -94 0.001 -92 0.7854 8.00 0.056 -97 0.003 -100 0.128 -23 0.022 65 1.637 -95 0.001 -92 0.8976 7.00 0.135 -81 0.005 -133 0.095 100 0.035 31 0.896 -75 0.000 0 1.0472 6.00 0.114 -25 0.002 -149 0.075 123 0.012 17 0.620 -7 0.000 0 1.2566 5.00 0.091 90 0.001 -68 0.021 -98 0.004 101 0.341 92 0.000 0 1.5708 4.00 0.052 -46 0.000 0 0.018 89 0.001 -37 0.148 -41 0.000 0 2.0944 3.00 0.026 50 0.000 0 0.008 -36 0.000 0 0.061 51 0.000 0

Page 189: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 140 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 45.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.803 90 0.771 89 0.999 0 0.122 90 0.119 -89 0.073 -178 0.1795 35.00 0.752 90 0.721 89 0.999 0 0.151 90 0.147 -89 0.085 -178 0.2094 30.00 0.712 90 0.682 89 0.998 0 0.198 90 0.193 -89 0.106 -178 0.2513 25.00 0.682 90 0.651 88 0.995 -1 0.280 90 0.273 -89 0.147 -178 0.2992 21.00 0.654 91 0.623 88 0.990 -2 0.396 90 0.385 -89 0.204 -178 0.3142 20.00 0.645 91 0.613 87 0.988 -2 0.437 90 0.424 -89 0.224 -178 0.3307 19.00 0.634 91 0.602 87 0.985 -2 0.484 90 0.470 -89 0.247 -178 0.3491 18.00 0.621 91 0.589 87 0.981 -3 0.538 90 0.523 -89 0.273 -178 0.3696 17.00 0.606 91 0.573 86 0.976 -3 0.603 90 0.585 -89 0.303 -178 0.3927 16.00 0.587 91 0.553 86 0.969 -4 0.678 90 0.659 -89 0.338 -178 0.4189 15.00 0.564 91 0.529 85 0.959 -5 0.769 90 0.747 -89 0.380 -178 0.4488 14.00 0.534 91 0.499 84 0.946 -6 0.877 90 0.854 -89 0.427 -178 0.4833 13.00 0.497 91 0.461 82 0.927 -7 1.007 90 0.984 -89 0.482 -178 0.5236 12.00 0.449 91 0.412 80 0.898 -8 1.162 89 1.142 -90 0.545 -178 0.5712 11.00 0.386 91 0.350 77 0.854 -10 1.347 89 1.336 -90 0.612 -178 0.6283 10.00 0.300 90 0.271 72 0.785 -13 1.561 89 1.565 -92 0.679 -178 0.6981 9.00 0.185 89 0.174 58 0.677 -17 1.786 87 1.802 -94 0.727 -177 0.7854 8.00 0.044 97 0.077 12 0.514 -23 1.930 82 1.937 -99 0.732 -173 0.8976 7.00 0.083 -103 0.024 -100 0.269 -35 1.231 57 1.726 -105 0.657 -167 1.0472 6.00 0.102 -85 0.154 -20 0.015 10 0.757 130 0.813 -103 0.419 -155 1.2566 5.00 0.066 -15 0.073 -15 0.023 141 0.233 -148 0.243 -15 0.003 -72 1.5708 4.00 0.013 -168 0.039 -156 0.007 -73 0.119 31 0.037 180 0.053 59 2.0944 3.00 0.004 -43 0.005 -102 0.002 -177 0.042 43 0.011 -44 0.014 -154

Page 190: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 141 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.004 -179 1.092 90 1.000 0 0.173 90 0.000 0 0.001 -89 0.1795 35.00 0.004 -179 1.021 90 1.000 0 0.214 90 0.000 0 0.001 -89 0.2094 30.00 0.004 -179 0.966 90 1.001 0 0.280 90 0.000 0 0.001 -89 0.2513 25.00 0.004 -179 0.925 90 1.001 0 0.399 90 0.000 0 0.002 -89 0.2992 21.00 0.004 -179 0.888 90 1.001 0 0.567 90 0.000 0 0.003 -89 0.3142 20.00 0.004 -179 0.876 90 1.001 0 0.627 90 0.000 0 0.003 -89 0.3307 19.00 0.004 -179 0.862 90 1.001 0 0.697 90 0.000 0 0.004 -89 0.3491 18.00 0.004 -179 0.845 90 1.002 0 0.780 90 0.000 0 0.004 -89 0.3696 17.00 0.004 -179 0.824 90 1.002 0 0.878 90 0.000 0 0.005 -89 0.3927 16.00 0.004 180 0.800 90 1.002 0 0.998 90 0.000 0 0.005 -89 0.4189 15.00 0.004 180 0.769 90 1.003 0 1.144 90 0.000 0 0.006 -89 0.4488 14.00 0.004 180 0.731 90 1.005 0 1.327 90 0.000 0 0.007 -89 0.4833 13.00 0.004 180 0.682 90 1.007 0 1.561 90 0.000 0 0.008 -89 0.5236 12.00 0.004 180 0.617 90 1.012 0 1.870 89 0.001 -114 0.010 -89 0.5712 11.00 0.004 179 0.528 90 1.019 0 2.298 89 0.001 -143 0.012 -89 0.6283 10.00 0.004 179 0.399 90 1.032 -1 2.936 88 0.003 -163 0.014 -89 0.6981 9.00 0.005 178 0.192 97 1.052 -3 3.992 85 0.007 176 0.019 -92 0.7854 8.00 0.006 172 0.252 -125 1.065 -9 6.105 74 0.017 148 0.027 -100 0.8976 7.00 0.008 142 1.165 -155 0.943 -25 9.280 32 0.039 97 0.038 -139 1.0472 6.00 0.005 86 1.009 157 0.523 -39 4.664 -22 0.035 26 0.016 169 1.2566 5.00 0.001 67 0.486 172 0.178 -21 1.420 -12 0.012 5 0.002 -164 1.5708 4.00 0.000 0 0.209 -124 0.045 46 0.302 44 0.004 51 0.001 92 2.0944 3.00 0.000 0 0.019 14 0.005 -151 0.123 -61 0.002 -151 0.015 164

Page 191: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 142 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 135.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.803 -89 0.771 91 0.999 1 0.122 90 0.119 90 0.073 0 0.1795 35.00 0.752 -89 0.721 91 0.999 1 0.151 90 0.147 90 0.085 0 0.2094 30.00 0.712 -89 0.682 91 0.998 1 0.198 90 0.193 90 0.106 0 0.2513 25.00 0.682 -89 0.651 92 0.995 2 0.280 90 0.273 90 0.147 0 0.2992 21.00 0.654 -90 0.623 92 0.990 3 0.396 90 0.385 90 0.204 0 0.3142 20.00 0.645 -90 0.613 93 0.988 3 0.436 90 0.424 90 0.224 0 0.3307 19.00 0.634 -90 0.602 93 0.985 3 0.483 90 0.469 90 0.247 0 0.3491 18.00 0.621 -90 0.589 93 0.981 4 0.538 90 0.523 90 0.273 0 0.3696 17.00 0.606 -90 0.573 94 0.976 4 0.602 90 0.585 90 0.303 0 0.3927 16.00 0.587 -90 0.553 94 0.969 5 0.677 90 0.659 90 0.338 0 0.4189 15.00 0.564 -90 0.529 95 0.959 6 0.767 90 0.747 90 0.379 0 0.4488 14.00 0.534 -90 0.499 96 0.946 6 0.874 90 0.854 90 0.427 0 0.4833 13.00 0.497 -90 0.461 98 0.927 8 1.003 90 0.983 90 0.482 0 0.5236 12.00 0.449 -91 0.413 100 0.899 9 1.157 90 1.142 90 0.545 0 0.5712 11.00 0.386 -91 0.351 103 0.858 11 1.339 90 1.335 89 0.612 0 0.6283 10.00 0.302 -93 0.271 108 0.798 14 1.548 89 1.565 88 0.678 0 0.6981 9.00 0.189 -96 0.172 122 0.716 20 1.761 88 1.805 86 0.726 1 0.7854 8.00 0.051 -107 0.106 177 0.599 27 1.881 83 1.945 82 0.728 4 0.8976 7.00 0.074 88 0.159 -160 0.415 41 1.145 62 1.740 76 0.648 11 1.0472 6.00 0.095 100 0.110 -61 0.219 76 0.788 131 0.821 79 0.419 22 1.2566 5.00 0.063 167 0.073 -13 0.086 161 0.242 -147 0.251 166 0.008 -55 1.5708 4.00 0.013 15 0.029 -169 0.014 -26 0.122 35 0.042 0 0.055 -121 2.0944 3.00 0.005 154 0.008 -123 0.004 151 0.047 41 0.014 148 0.015 13

Page 192: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 143 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 1.135 -89 0.000 0 0.998 1 0.000 0 0.169 90 0.000 0 0.1795 35.00 1.062 -89 0.000 0 0.997 1 0.000 0 0.208 90 0.000 0 0.2094 30.00 1.004 -89 0.000 0 0.995 2 0.000 0 0.272 90 0.000 0 0.2513 25.00 0.958 -89 0.000 0 0.990 3 0.000 0 0.384 90 0.000 0 0.2992 21.00 0.915 -90 0.000 0 0.979 4 0.000 0 0.541 90 0.000 0 0.3142 20.00 0.899 -90 0.000 0 0.974 4 0.000 0 0.595 90 0.000 0 0.3307 19.00 0.881 -90 0.000 0 0.968 5 0.000 0 0.657 90 0.000 0 0.3491 18.00 0.860 -90 0.000 0 0.960 5 0.001 -90 0.730 90 0.000 0 0.3696 17.00 0.833 -90 0.000 0 0.950 6 0.001 -90 0.814 90 0.000 0 0.3927 16.00 0.801 -90 0.000 0 0.936 7 0.001 -90 0.913 90 0.000 0 0.4189 15.00 0.761 -90 0.000 0 0.916 8 0.001 -90 1.029 90 0.001 90 0.4488 14.00 0.709 -90 0.000 0 0.889 9 0.002 -90 1.166 90 0.001 90 0.4833 13.00 0.644 -91 0.000 0 0.850 11 0.002 -90 1.325 90 0.001 90 0.5236 12.00 0.560 -91 0.000 0 0.794 14 0.003 -91 1.509 90 0.001 90 0.5712 11.00 0.450 -92 0.000 0 0.714 18 0.005 -92 1.709 89 0.001 90 0.6283 10.00 0.307 -94 0.001 94 0.607 26 0.008 -95 1.893 88 0.001 89 0.6981 9.00 0.131 -101 0.001 90 0.487 41 0.013 -101 1.954 86 0.001 88 0.7854 8.00 0.049 106 0.003 81 0.388 68 0.022 -112 1.648 86 0.001 89 0.8976 7.00 0.125 104 0.005 48 0.322 105 0.036 -145 0.913 107 0.000 0 1.0472 6.00 0.105 157 0.002 31 0.216 160 0.013 -161 0.632 173 0.000 0 1.2566 5.00 0.086 -85 0.001 114 0.109 -86 0.004 -75 0.345 -84 0.000 0 1.5708 4.00 0.049 139 0.000 0 0.052 127 0.001 146 0.151 142 0.000 0 2.0944 3.00 0.021 -120 0.000 0 0.017 -84 0.000 0 0.053 -115 0.000 0

Page 193: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 144 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 225.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.803 -89 0.771 -88 0.999 1 0.122 -89 0.119 90 0.073 179 0.1795 35.00 0.752 -89 0.721 -88 0.999 1 0.151 -89 0.147 90 0.085 179 0.2094 30.00 0.712 -89 0.682 -88 0.998 1 0.198 -89 0.193 90 0.106 179 0.2513 25.00 0.682 -89 0.651 -87 0.995 2 0.280 -89 0.273 90 0.147 179 0.2992 21.00 0.654 -90 0.623 -87 0.990 3 0.396 -89 0.385 90 0.204 179 0.3142 20.00 0.645 -90 0.613 -86 0.988 3 0.437 -89 0.424 90 0.224 179 0.3307 19.00 0.634 -90 0.602 -86 0.985 3 0.484 -89 0.470 90 0.247 179 0.3491 18.00 0.621 -90 0.589 -86 0.981 4 0.538 -89 0.523 90 0.273 179 0.3696 17.00 0.606 -90 0.573 -85 0.976 4 0.603 -89 0.585 90 0.303 179 0.3927 16.00 0.587 -90 0.553 -85 0.969 5 0.678 -89 0.659 90 0.338 179 0.4189 15.00 0.564 -90 0.529 -84 0.959 6 0.769 -89 0.747 90 0.380 179 0.4488 14.00 0.534 -90 0.499 -83 0.946 6 0.877 -89 0.854 90 0.427 179 0.4833 13.00 0.497 -90 0.461 -81 0.927 8 1.007 -89 0.984 90 0.482 179 0.5236 12.00 0.449 -91 0.412 -79 0.899 9 1.162 -89 1.142 90 0.545 179 0.5712 11.00 0.386 -91 0.350 -76 0.858 11 1.347 -89 1.336 89 0.612 179 0.6283 10.00 0.302 -93 0.270 -71 0.798 14 1.561 -90 1.566 88 0.678 180 0.6981 9.00 0.189 -96 0.170 -56 0.716 20 1.785 -91 1.807 86 0.726 -178 0.7854 8.00 0.050 -107 0.108 0 0.599 27 1.928 -97 1.947 82 0.727 -175 0.8976 7.00 0.074 88 0.176 18 0.415 41 1.213 -122 1.738 76 0.647 -168 1.0472 6.00 0.095 100 0.105 118 0.219 76 0.759 -47 0.821 79 0.419 -157 1.2566 5.00 0.063 167 0.072 166 0.086 161 0.237 33 0.251 166 0.008 126 1.5708 4.00 0.013 15 0.029 10 0.014 -26 0.122 -144 0.041 0 0.055 58 2.0944 3.00 0.005 154 0.008 56 0.004 151 0.048 -138 0.014 148 0.015 -166

Page 194: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 145 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 270.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.004 -179 1.092 -89 1.000 0 0.173 -89 0.000 0 0.001 90 0.1795 35.00 0.004 -179 1.021 -89 1.000 0 0.214 -89 0.000 0 0.001 90 0.2094 30.00 0.004 -179 0.966 -89 1.001 0 0.280 -89 0.000 0 0.001 90 0.2513 25.00 0.004 -179 0.925 -89 1.001 0 0.399 -89 0.000 0 0.002 90 0.2992 21.00 0.004 -179 0.888 -89 1.001 0 0.567 -89 0.000 0 0.003 90 0.3142 20.00 0.004 -179 0.876 -89 1.001 0 0.627 -89 0.000 0 0.003 90 0.3307 19.00 0.004 -179 0.862 -89 1.001 0 0.697 -89 0.000 0 0.004 90 0.3491 18.00 0.004 -179 0.845 -89 1.002 0 0.780 -89 0.000 0 0.004 90 0.3696 17.00 0.004 -179 0.824 -89 1.002 0 0.878 -89 0.000 0 0.005 90 0.3927 16.00 0.004 -179 0.800 -89 1.002 0 0.998 -89 0.000 0 0.005 90 0.4189 15.00 0.004 -179 0.769 -89 1.003 0 1.144 -89 0.000 0 0.006 90 0.4488 14.00 0.004 -179 0.731 -89 1.005 0 1.327 -89 0.000 0 0.007 90 0.4833 13.00 0.004 180 0.682 -89 1.007 0 1.561 -89 0.000 0 0.008 90 0.5236 12.00 0.004 180 0.617 -89 1.012 0 1.870 -90 0.001 98 0.010 90 0.5712 11.00 0.004 179 0.528 -89 1.019 0 2.298 -90 0.001 121 0.012 90 0.6283 10.00 0.005 178 0.399 -89 1.033 -1 2.936 -91 0.003 127 0.014 90 0.6981 9.00 0.005 174 0.192 -82 1.053 -3 3.992 -94 0.006 120 0.019 87 0.7854 8.00 0.006 160 0.252 54 1.066 -9 6.106 -105 0.013 97 0.027 79 0.8976 7.00 0.006 129 1.165 24 0.947 -25 9.281 -147 0.020 56 0.038 40 1.0472 6.00 0.004 90 1.009 -22 0.522 -39 4.664 157 0.021 21 0.016 -10 1.2566 5.00 0.001 72 0.486 -7 0.177 -21 1.419 167 0.009 0 0.002 15 1.5708 4.00 0.000 0 0.209 55 0.044 46 0.302 -135 0.004 51 0.001 -87 2.0944 3.00 0.000 0 0.019 -165 0.005 -152 0.123 118 0.002 -156 0.015 -15

Page 195: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 146 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 315.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.803 90 0.771 -90 0.999 0 0.122 -89 0.119 -89 0.073 0 0.1795 35.00 0.752 90 0.721 -90 0.999 0 0.151 -89 0.147 -89 0.085 0 0.2094 30.00 0.712 90 0.682 -90 0.998 0 0.198 -89 0.193 -89 0.106 1 0.2513 25.00 0.682 90 0.651 -91 0.995 -1 0.280 -89 0.273 -89 0.147 1 0.2992 21.00 0.654 91 0.623 -91 0.990 -2 0.396 -89 0.385 -89 0.204 1 0.3142 20.00 0.645 91 0.613 -92 0.988 -2 0.436 -89 0.424 -89 0.224 1 0.3307 19.00 0.634 91 0.602 -92 0.985 -2 0.483 -89 0.469 -89 0.247 1 0.3491 18.00 0.621 91 0.589 -92 0.981 -3 0.538 -89 0.523 -89 0.273 1 0.3696 17.00 0.606 91 0.573 -93 0.976 -3 0.602 -89 0.585 -89 0.303 1 0.3927 16.00 0.587 91 0.553 -93 0.969 -4 0.677 -89 0.659 -89 0.338 1 0.4189 15.00 0.564 91 0.529 -94 0.959 -5 0.767 -89 0.747 -89 0.379 1 0.4488 14.00 0.534 91 0.499 -95 0.946 -6 0.874 -89 0.854 -89 0.427 1 0.4833 13.00 0.497 91 0.461 -97 0.927 -7 1.003 -89 0.983 -89 0.482 1 0.5236 12.00 0.449 91 0.413 -99 0.898 -8 1.157 -90 1.142 -90 0.545 1 0.5712 11.00 0.386 91 0.351 -102 0.854 -10 1.339 -90 1.335 -90 0.612 1 0.6283 10.00 0.300 90 0.273 -107 0.785 -13 1.548 -90 1.563 -92 0.679 1 0.6981 9.00 0.185 89 0.176 -120 0.677 -17 1.761 -91 1.800 -94 0.727 2 0.7854 8.00 0.044 97 0.081 -163 0.515 -23 1.883 -97 1.934 -98 0.731 6 0.8976 7.00 0.083 -103 0.023 122 0.270 -35 1.167 -117 1.726 -105 0.655 12 1.0472 6.00 0.102 -85 0.158 157 0.015 10 0.786 -50 0.812 -103 0.419 24 1.2566 5.00 0.066 -15 0.074 164 0.023 141 0.237 30 0.243 -15 0.003 103 1.5708 4.00 0.013 -168 0.039 23 0.007 -73 0.119 -148 0.037 -179 0.053 -120 2.0944 3.00 0.004 -43 0.005 77 0.002 -177 0.042 -136 0.011 -44 0.014 25

Page 196: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 147 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.61 0.01 2.68 0.09 9.12 0.00 7.90 1.92 0.01 3.04 0.08 9.06 0.00 8.33 2.22 0.01 3.35 0.07 8.89 0.00 8.76 2.50 0.01 3.61 0.07 8.66 0.00 9.20 2.76 0.01 3.85 0.06 8.39 0.00 9.63 2.99 0.01 4.04 0.06 8.11 0.00 10.06 3.20 0.01 4.21 0.05 7.81 0.00 10.49 3.39 0.01 4.36 0.05 7.52 0.00 10.92 3.56 0.01 4.49 0.05 7.23 0.00 11.35 3.71 0.01 4.60 0.04 6.96 0.00

Page 197: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 148 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.99 0.01 1.67 0.07 6.28 0.00 7.90 1.13 0.01 1.81 0.07 6.03 0.00 8.33 1.25 0.01 1.92 0.06 5.75 0.00 8.76 1.35 0.01 1.99 0.06 5.44 0.00 9.20 1.43 0.01 2.05 0.05 5.15 0.00 9.63 1.49 0.01 2.08 0.05 4.87 0.00 10.06 1.54 0.01 2.09 0.04 4.60 0.00 10.49 1.58 0.01 2.09 0.04 4.35 0.00 10.92 1.61 0.00 2.09 0.04 4.11 0.00 11.35 1.63 0.00 2.08 0.04 3.89 0.00

Page 198: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 149 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.67 0.01 1.07 0.06 4.55 0.00 7.90 0.71 0.01 1.12 0.06 4.25 0.00 8.33 0.75 0.01 1.14 0.05 3.95 0.00 8.76 0.77 0.01 1.14 0.05 3.68 0.00 9.20 0.78 0.01 1.13 0.05 3.42 0.00 9.63 0.79 0.01 1.11 0.04 3.19 0.00 10.06 0.79 0.01 1.09 0.04 2.98 0.00 10.49 0.78 0.00 1.06 0.04 2.79 0.00 10.92 0.77 0.00 1.03 0.03 2.61 0.00 11.35 0.75 0.00 1.00 0.03 2.45 0.00

Page 199: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 150 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.46 1.34 3.74 8.33 8.59 3.57 7.90 1.67 1.54 3.99 8.06 8.27 3.50 8.33 1.87 1.72 4.20 7.76 7.93 3.41 8.76 2.05 1.89 4.37 7.45 7.58 3.30 9.20 2.21 2.04 4.52 7.14 7.24 3.19 9.63 2.35 2.18 4.65 6.83 6.91 3.07 10.06 2.48 2.30 4.76 6.53 6.59 2.96 10.49 2.60 2.42 4.85 6.25 6.29 2.84 10.92 2.70 2.52 4.93 5.97 6.00 2.73 11.35 2.80 2.62 5.00 5.71 5.73 2.62

Page 200: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 151 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.91 0.85 2.44 5.98 6.29 2.58 7.90 1.00 0.93 2.49 5.62 5.89 2.45 8.33 1.07 0.99 2.52 5.27 5.51 2.31 8.76 1.12 1.04 2.52 4.95 5.15 2.18 9.20 1.16 1.08 2.51 4.64 4.82 2.06 9.63 1.20 1.11 2.49 4.36 4.52 1.94 10.06 1.22 1.13 2.46 4.10 4.24 1.82 10.49 1.23 1.15 2.43 3.86 3.98 1.72 10.92 1.24 1.16 2.39 3.63 3.74 1.62 11.35 1.24 1.16 2.35 3.42 3.53 1.53

Page 201: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 152 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.60 0.60 1.65 4.54 4.88 1.99 7.90 0.63 0.61 1.62 4.18 4.49 1.85 8.33 0.64 0.62 1.58 3.86 4.14 1.71 8.76 0.65 0.62 1.53 3.57 3.83 1.59 9.20 0.65 0.61 1.48 3.31 3.54 1.47 9.63 0.64 0.61 1.42 3.08 3.29 1.37 10.06 0.63 0.60 1.37 2.87 3.06 1.28 10.49 0.62 0.58 1.31 2.68 2.85 1.19 10.92 0.61 0.57 1.26 2.50 2.66 1.11 11.35 0.59 0.56 1.21 2.34 2.49 1.04

Page 202: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 153 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 0.03 3.12 5.43 24.72 0.09 0.11 7.90 0.03 3.17 5.47 22.90 0.08 0.10 8.33 0.03 3.26 5.50 21.30 0.08 0.10 8.76 0.03 3.36 5.52 19.86 0.07 0.09 9.20 0.03 3.47 5.54 18.54 0.06 0.08 9.63 0.02 3.58 5.55 17.34 0.06 0.08 10.06 0.02 3.69 5.56 16.24 0.05 0.07 10.49 0.02 3.79 5.56 15.24 0.05 0.07 10.92 0.02 3.89 5.57 14.32 0.05 0.07 11.35 0.02 3.99 5.57 13.48 0.04 0.06

Page 203: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 154 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.02 2.73 3.85 20.71 0.09 0.09 7.90 0.02 2.60 3.72 18.99 0.08 0.08 8.33 0.02 2.50 3.59 17.49 0.07 0.08 8.76 0.02 2.41 3.47 16.15 0.07 0.07 9.20 0.02 2.34 3.35 14.94 0.06 0.06 9.63 0.02 2.27 3.24 13.85 0.06 0.06 10.06 0.02 2.21 3.13 12.86 0.05 0.06 10.49 0.01 2.15 3.03 11.96 0.05 0.05 10.92 0.01 2.10 2.94 11.15 0.04 0.05 11.35 0.01 2.05 2.84 10.41 0.04 0.05

Page 204: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 155 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.02 2.67 2.92 18.42 0.09 0.08 7.90 0.02 2.47 2.73 16.82 0.08 0.07 8.33 0.02 2.29 2.57 15.42 0.07 0.07 8.76 0.01 2.13 2.41 14.18 0.07 0.06 9.20 0.01 1.98 2.27 13.07 0.06 0.06 9.63 0.01 1.85 2.14 12.07 0.06 0.05 10.06 0.01 1.73 2.02 11.17 0.05 0.05 10.49 0.01 1.63 1.90 10.36 0.05 0.04 10.92 0.01 1.53 1.80 9.62 0.04 0.04 11.35 0.01 1.44 1.70 8.96 0.04 0.04

Page 205: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 156 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.46 1.37 3.91 8.20 8.61 3.56 7.90 1.68 1.55 4.12 7.95 8.29 3.49 8.33 1.87 1.73 4.30 7.66 7.94 3.40 8.76 2.05 1.90 4.45 7.36 7.59 3.30 9.20 2.21 2.05 4.59 7.05 7.25 3.18 9.63 2.35 2.19 4.70 6.75 6.92 3.07 10.06 2.48 2.31 4.80 6.46 6.60 2.95 10.49 2.60 2.42 4.89 6.18 6.30 2.84 10.92 2.70 2.53 4.96 5.91 6.01 2.73 11.35 2.80 2.62 5.03 5.66 5.73 2.62

Page 206: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 157 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.91 0.88 2.61 5.88 6.31 2.57 7.90 1.00 0.95 2.63 5.53 5.91 2.44 8.33 1.07 1.01 2.63 5.19 5.52 2.31 8.76 1.12 1.05 2.61 4.87 5.17 2.18 9.20 1.17 1.09 2.59 4.57 4.84 2.05 9.63 1.20 1.12 2.56 4.30 4.53 1.93 10.06 1.22 1.14 2.52 4.04 4.25 1.82 10.49 1.23 1.15 2.48 3.80 3.99 1.72 10.92 1.24 1.16 2.44 3.58 3.75 1.62 11.35 1.24 1.17 2.39 3.38 3.53 1.53

Page 207: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 158 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.60 0.61 1.83 4.45 4.91 1.98 7.90 0.63 0.63 1.77 4.10 4.51 1.84 8.33 0.64 0.63 1.71 3.79 4.16 1.70 8.76 0.65 0.63 1.64 3.51 3.84 1.58 9.20 0.65 0.62 1.58 3.25 3.56 1.47 9.63 0.64 0.62 1.51 3.02 3.30 1.36 10.06 0.63 0.61 1.44 2.82 3.07 1.27 10.49 0.62 0.59 1.38 2.63 2.87 1.19 10.92 0.60 0.58 1.32 2.46 2.68 1.11 11.35 0.59 0.56 1.27 2.30 2.50 1.04

Page 208: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 159 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.61 0.01 3.01 0.09 9.14 0.00 7.90 1.93 0.01 3.29 0.08 9.08 0.00 8.33 2.23 0.01 3.54 0.07 8.91 0.00 8.76 2.50 0.01 3.76 0.07 8.68 0.00 9.20 2.76 0.01 3.96 0.06 8.41 0.00 9.63 2.99 0.01 4.14 0.06 8.12 0.00 10.06 3.20 0.01 4.29 0.05 7.82 0.00 10.49 3.39 0.01 4.43 0.05 7.53 0.00 10.92 3.56 0.01 4.54 0.05 7.24 0.00 11.35 3.72 0.01 4.65 0.04 6.96 0.00

Page 209: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 160 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.99 0.01 1.98 0.07 6.31 0.00 7.90 1.13 0.01 2.05 0.07 6.06 0.00 8.33 1.25 0.01 2.11 0.06 5.76 0.00 8.76 1.35 0.01 2.15 0.06 5.46 0.00 9.20 1.43 0.01 2.17 0.05 5.16 0.00 9.63 1.49 0.01 2.18 0.05 4.88 0.00 10.06 1.54 0.01 2.18 0.04 4.61 0.00 10.49 1.58 0.01 2.18 0.04 4.36 0.00 10.92 1.61 0.01 2.16 0.04 4.12 0.00 11.35 1.63 0.00 2.14 0.04 3.90 0.00

Page 210: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 161 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.66 0.01 1.39 0.07 4.58 0.00 7.90 0.71 0.01 1.37 0.06 4.27 0.00 8.33 0.74 0.01 1.35 0.05 3.97 0.00 8.76 0.77 0.01 1.32 0.05 3.70 0.00 9.20 0.78 0.01 1.29 0.05 3.44 0.00 9.63 0.79 0.01 1.25 0.04 3.21 0.00 10.06 0.78 0.01 1.21 0.04 2.99 0.00 10.49 0.78 0.00 1.16 0.04 2.80 0.00 10.92 0.77 0.00 1.12 0.03 2.62 0.00 11.35 0.75 0.00 1.08 0.03 2.46 0.00

Page 211: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 162 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.46 1.37 3.91 8.32 8.62 3.56 7.90 1.68 1.55 4.12 8.05 8.30 3.49 8.33 1.87 1.73 4.30 7.75 7.95 3.40 8.76 2.05 1.90 4.45 7.44 7.60 3.30 9.20 2.21 2.05 4.59 7.13 7.25 3.18 9.63 2.35 2.18 4.70 6.83 6.92 3.07 10.06 2.48 2.31 4.80 6.53 6.60 2.95 10.49 2.60 2.42 4.89 6.24 6.30 2.84 10.92 2.70 2.53 4.96 5.97 6.01 2.73 11.35 2.80 2.62 5.03 5.71 5.74 2.62

Page 212: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 163 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.91 0.88 2.61 5.97 6.31 2.57 7.90 1.00 0.95 2.63 5.61 5.91 2.44 8.33 1.07 1.01 2.63 5.27 5.53 2.31 8.76 1.12 1.06 2.61 4.94 5.17 2.17 9.20 1.17 1.09 2.59 4.64 4.84 2.05 9.63 1.20 1.12 2.56 4.36 4.53 1.93 10.06 1.22 1.14 2.52 4.09 4.25 1.82 10.49 1.23 1.16 2.48 3.85 3.99 1.72 10.92 1.24 1.16 2.44 3.63 3.76 1.62 11.35 1.24 1.17 2.39 3.42 3.54 1.53

Page 213: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 164 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.60 0.62 1.83 4.53 4.91 1.98 7.90 0.63 0.63 1.77 4.17 4.51 1.84 8.33 0.64 0.63 1.71 3.85 4.16 1.70 8.76 0.65 0.63 1.64 3.56 3.84 1.58 9.20 0.65 0.63 1.58 3.31 3.56 1.47 9.63 0.64 0.62 1.51 3.07 3.31 1.36 10.06 0.63 0.61 1.45 2.86 3.08 1.27 10.49 0.62 0.59 1.38 2.67 2.87 1.19 10.92 0.60 0.58 1.32 2.50 2.68 1.11 11.35 0.59 0.56 1.27 2.34 2.50 1.04

Page 214: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 165 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 0.03 3.12 5.43 24.72 0.05 0.11 7.90 0.03 3.17 5.47 22.90 0.05 0.10 8.33 0.03 3.26 5.50 21.30 0.04 0.10 8.76 0.03 3.36 5.52 19.86 0.04 0.09 9.20 0.02 3.47 5.54 18.54 0.04 0.08 9.63 0.02 3.58 5.55 17.34 0.04 0.08 10.06 0.02 3.69 5.56 16.24 0.03 0.07 10.49 0.02 3.79 5.56 15.24 0.03 0.07 10.92 0.02 3.89 5.57 14.32 0.03 0.07 11.35 0.02 3.99 5.57 13.48 0.03 0.06

Page 215: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 166 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.02 2.73 3.85 20.71 0.05 0.09 7.90 0.02 2.60 3.72 18.99 0.05 0.08 8.33 0.02 2.50 3.60 17.49 0.04 0.08 8.76 0.02 2.41 3.47 16.15 0.04 0.07 9.20 0.02 2.34 3.36 14.94 0.04 0.06 9.63 0.02 2.27 3.24 13.85 0.03 0.06 10.06 0.01 2.21 3.14 12.86 0.03 0.06 10.49 0.01 2.15 3.03 11.96 0.03 0.05 10.92 0.01 2.10 2.94 11.15 0.03 0.05 11.35 0.01 2.05 2.84 10.41 0.02 0.05

Page 216: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 167 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.02 2.67 2.92 18.42 0.05 0.08 7.90 0.02 2.47 2.74 16.82 0.05 0.07 8.33 0.01 2.29 2.57 15.42 0.04 0.07 8.76 0.01 2.13 2.41 14.18 0.04 0.06 9.20 0.01 1.98 2.27 13.07 0.04 0.06 9.63 0.01 1.85 2.14 12.07 0.03 0.05 10.06 0.01 1.73 2.02 11.17 0.03 0.05 10.49 0.01 1.63 1.90 10.36 0.03 0.04 10.92 0.01 1.53 1.80 9.63 0.03 0.04 11.35 0.01 1.44 1.70 8.96 0.02 0.04

Page 217: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 168 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.46 1.35 3.74 8.21 8.58 3.57 7.90 1.67 1.54 3.99 7.95 8.26 3.50 8.33 1.87 1.72 4.20 7.67 7.92 3.41 8.76 2.05 1.89 4.37 7.36 7.58 3.30 9.20 2.21 2.04 4.52 7.06 7.23 3.19 9.63 2.35 2.18 4.65 6.76 6.90 3.07 10.06 2.48 2.31 4.76 6.47 6.59 2.96 10.49 2.60 2.42 4.85 6.19 6.28 2.84 10.92 2.70 2.52 4.93 5.92 6.00 2.73 11.35 2.80 2.62 5.00 5.66 5.72 2.62

Page 218: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 169 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.91 0.86 2.44 5.89 6.28 2.58 7.90 1.00 0.93 2.49 5.54 5.88 2.45 8.33 1.07 0.99 2.52 5.20 5.50 2.31 8.76 1.12 1.04 2.52 4.88 5.15 2.18 9.20 1.16 1.08 2.51 4.58 4.82 2.05 9.63 1.20 1.11 2.49 4.30 4.52 1.94 10.06 1.22 1.13 2.46 4.04 4.24 1.82 10.49 1.23 1.15 2.43 3.81 3.98 1.72 10.92 1.24 1.16 2.39 3.58 3.74 1.62 11.35 1.24 1.16 2.35 3.38 3.52 1.53

Page 219: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 170 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.60 0.60 1.66 4.46 4.88 1.99 7.90 0.63 0.61 1.62 4.11 4.49 1.85 8.33 0.64 0.62 1.58 3.80 4.14 1.71 8.76 0.65 0.62 1.53 3.51 3.82 1.59 9.20 0.65 0.62 1.48 3.26 3.54 1.47 9.63 0.64 0.61 1.42 3.03 3.29 1.37 10.06 0.63 0.60 1.37 2.82 3.06 1.28 10.49 0.62 0.59 1.31 2.63 2.85 1.19 10.92 0.61 0.57 1.26 2.46 2.66 1.11 11.35 0.59 0.56 1.21 2.31 2.49 1.04

Page 220: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 171 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 0.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 81 0.00 0 0.02 179 0.00 0 0.00 90 0.00 0 0.1795 35.00 0.00 82 0.00 0 0.03 179 0.00 0 0.01 90 0.00 0 0.2094 30.00 0.00 84 0.00 0 0.04 178 0.00 0 0.01 90 0.00 0 0.2513 25.00 0.01 85 0.00 0 0.06 177 0.00 0 0.02 90 0.00 0 0.2992 21.00 0.01 85 0.00 0 0.09 176 0.00 0 0.05 90 0.00 0 0.3142 20.00 0.01 85 0.00 0 0.10 176 0.00 0 0.06 90 0.00 0 0.3307 19.00 0.02 86 0.00 0 0.11 175 0.00 0 0.07 90 0.00 0 0.3491 18.00 0.02 86 0.00 0 0.12 175 0.00 0 0.09 90 0.00 0 0.3696 17.00 0.03 86 0.00 0 0.13 174 0.00 0 0.11 90 0.00 0 0.3927 16.00 0.03 86 0.00 0 0.14 173 0.00 0 0.14 90 0.00 0 0.4189 15.00 0.04 86 0.00 0 0.16 172 0.00 0 0.18 90 0.00 0 0.4488 14.00 0.06 86 0.00 0 0.18 170 0.00 -89 0.23 90 0.00 0 0.4833 13.00 0.08 86 0.00 0 0.20 169 0.00 -90 0.31 89 0.00 0 0.5236 12.00 0.11 86 0.00 89 0.22 166 0.00 -91 0.41 89 0.00 0 0.5712 11.00 0.15 86 0.00 88 0.23 163 0.00 -93 0.56 88 0.00 89 0.6283 10.00 0.20 85 0.00 85 0.22 158 0.00 -96 0.75 87 0.00 88 0.6981 9.00 0.27 84 0.00 80 0.18 153 0.01 -102 0.95 85 0.00 87 0.7854 8.00 0.32 84 0.01 69 0.08 156 0.01 -114 1.01 84 0.00 87 0.8976 7.00 0.26 102 0.01 37 0.08 -79 0.03 -148 0.72 104 0.00 96 1.0472 6.00 0.23 162 0.00 23 0.08 -56 0.01 -162 0.68 172 0.00 180 1.2566 5.00 0.20 -88 0.00 107 0.03 81 0.01 -78 0.54 -87 0.00 -75 1.5708 4.00 0.15 134 0.00 -32 0.04 -90 0.00 142 0.37 138 0.00 0 2.0944 3.00 0.13 -129 0.00 0 0.03 143 0.00 -129 0.27 -128 0.00 0

Page 221: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 172 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 45.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 80 0.00 95 0.02 179 0.00 -89 0.00 90 0.00 1 0.1795 35.00 0.00 82 0.00 96 0.03 179 0.00 -89 0.00 90 0.00 1 0.2094 30.00 0.00 83 0.00 97 0.04 179 0.01 -89 0.01 90 0.00 1 0.2513 25.00 0.00 85 0.01 98 0.06 178 0.02 -89 0.02 90 0.01 1 0.2992 21.00 0.01 85 0.01 100 0.09 177 0.04 -89 0.03 90 0.02 1 0.3142 20.00 0.01 86 0.01 100 0.10 177 0.04 -89 0.04 90 0.02 1 0.3307 19.00 0.01 86 0.02 100 0.11 177 0.05 -89 0.05 90 0.03 1 0.3491 18.00 0.01 86 0.02 100 0.12 176 0.07 -89 0.06 90 0.03 1 0.3696 17.00 0.02 86 0.03 101 0.13 176 0.08 -89 0.08 90 0.04 1 0.3927 16.00 0.02 86 0.03 101 0.15 175 0.10 -89 0.10 90 0.05 1 0.4189 15.00 0.03 87 0.04 101 0.17 174 0.13 -89 0.13 90 0.07 1 0.4488 14.00 0.04 87 0.05 101 0.19 173 0.18 -89 0.17 90 0.09 1 0.4833 13.00 0.05 87 0.07 101 0.22 172 0.24 -89 0.23 90 0.11 1 0.5236 12.00 0.07 87 0.09 101 0.25 171 0.32 -90 0.31 89 0.15 1 0.5712 11.00 0.10 86 0.12 100 0.28 169 0.44 -90 0.44 89 0.20 1 0.6283 10.00 0.15 85 0.17 100 0.31 166 0.62 -90 0.62 87 0.27 1 0.6981 9.00 0.22 83 0.24 97 0.33 162 0.87 -92 0.88 85 0.35 2 0.7854 8.00 0.31 79 0.32 90 0.32 156 1.19 -97 1.19 80 0.45 6 0.8976 7.00 0.36 75 0.23 59 0.22 144 0.99 -122 1.39 74 0.53 12 1.0472 6.00 0.25 84 0.29 146 0.02 -169 0.83 -49 0.89 76 0.46 24 1.2566 5.00 0.15 164 0.14 176 0.04 -38 0.37 31 0.38 164 0.00 107 1.5708 4.00 0.04 9 0.12 24 0.02 106 0.29 -148 0.09 0 0.13 -120 2.0944 3.00 0.02 136 0.03 69 0.01 2 0.19 -136 0.05 135 0.06 25

Page 222: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 173 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 0 0.00 89 0.02 -179 0.00 -89 0.00 0 0.00 0 0.1795 35.00 0.00 0 0.00 89 0.03 -179 0.01 -89 0.00 0 0.00 0 0.2094 30.00 0.00 0 0.01 89 0.04 -179 0.01 -89 0.00 0 0.00 0 0.2513 25.00 0.00 0 0.01 89 0.06 -179 0.03 -89 0.00 0 0.00 0 0.2992 21.00 0.00 0 0.02 89 0.09 -179 0.05 -89 0.00 0 0.00 90 0.3142 20.00 0.00 0 0.02 89 0.10 -179 0.06 -89 0.00 0 0.00 90 0.3307 19.00 0.00 0 0.03 89 0.11 -179 0.08 -89 0.00 0 0.00 90 0.3491 18.00 0.00 0 0.03 89 0.12 -179 0.09 -89 0.00 0 0.00 90 0.3696 17.00 0.00 0 0.04 89 0.14 -179 0.12 -89 0.00 0 0.00 90 0.3927 16.00 0.00 2 0.05 89 0.15 -179 0.15 -89 0.00 0 0.00 90 0.4189 15.00 0.00 3 0.06 89 0.18 -179 0.20 -89 0.00 0 0.00 90 0.4488 14.00 0.00 3 0.08 89 0.20 180 0.27 -89 0.00 0 0.00 90 0.4833 13.00 0.00 4 0.11 89 0.24 180 0.36 -89 0.00 0 0.00 90 0.5236 12.00 0.00 4 0.15 88 0.28 180 0.51 -90 0.00 0 0.00 90 0.5712 11.00 0.00 4 0.22 88 0.33 179 0.75 -90 0.00 36 0.00 90 0.6283 10.00 0.00 3 0.35 87 0.41 178 1.16 -91 0.00 16 0.01 90 0.6981 9.00 0.00 -1 0.59 83 0.51 176 1.94 -94 0.00 -3 0.01 87 0.7854 8.00 0.01 -18 1.19 72 0.66 170 3.76 -105 0.01 -31 0.02 79 0.8976 7.00 0.01 -60 2.52 29 0.76 154 7.47 -147 0.03 -82 0.03 40 1.0472 6.00 0.01 -124 1.90 -22 0.57 140 5.11 157 0.04 -153 0.02 -10 1.2566 5.00 0.00 -145 1.01 -8 0.28 158 2.24 167 0.02 -174 0.00 15 1.5708 4.00 0.00 -126 0.57 54 0.11 -133 0.75 -135 0.01 -128 0.00 -87 2.0944 3.00 0.00 30 0.08 -150 0.02 28 0.54 118 0.01 28 0.07 -15

Page 223: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 174 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 135.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -79 0.00 84 0.02 -178 0.00 -89 0.00 -89 0.00 180 0.1795 35.00 0.00 -81 0.00 83 0.03 -178 0.00 -89 0.00 -89 0.00 180 0.2094 30.00 0.00 -82 0.00 82 0.04 -178 0.01 -89 0.01 -89 0.00 179 0.2513 25.00 0.00 -83 0.01 81 0.06 -177 0.02 -89 0.02 -89 0.01 179 0.2992 21.00 0.01 -84 0.01 79 0.09 -176 0.04 -89 0.03 -89 0.02 179 0.3142 20.00 0.01 -85 0.01 79 0.10 -176 0.04 -89 0.04 -89 0.02 179 0.3307 19.00 0.01 -85 0.02 79 0.11 -176 0.05 -89 0.05 -89 0.03 179 0.3491 18.00 0.01 -85 0.02 78 0.12 -175 0.07 -89 0.06 -89 0.03 179 0.3696 17.00 0.02 -85 0.03 78 0.13 -175 0.08 -89 0.08 -89 0.04 179 0.3927 16.00 0.02 -85 0.03 78 0.15 -174 0.10 -89 0.10 -89 0.05 179 0.4189 15.00 0.03 -86 0.04 78 0.17 -173 0.13 -89 0.13 -89 0.07 179 0.4488 14.00 0.04 -86 0.05 77 0.19 -173 0.18 -89 0.17 -89 0.09 179 0.4833 13.00 0.05 -86 0.07 77 0.22 -171 0.23 -89 0.23 -89 0.11 179 0.5236 12.00 0.07 -87 0.09 77 0.25 -170 0.32 -89 0.31 -89 0.15 179 0.5712 11.00 0.10 -87 0.12 77 0.28 -168 0.44 -89 0.44 -90 0.20 180 0.6283 10.00 0.15 -89 0.17 77 0.31 -165 0.61 -90 0.62 -91 0.27 180 0.6981 9.00 0.22 -92 0.24 77 0.35 -159 0.86 -91 0.88 -93 0.35 -178 0.7854 8.00 0.30 -96 0.33 71 0.37 -152 1.16 -96 1.20 -97 0.45 -175 0.8976 7.00 0.36 -101 0.30 45 0.33 -138 0.92 -117 1.40 -103 0.52 -168 1.0472 6.00 0.24 -91 0.25 125 0.24 -103 0.86 -48 0.90 -100 0.46 -157 1.2566 5.00 0.14 -12 0.15 177 0.14 -18 0.38 32 0.40 -13 0.01 124 1.5708 4.00 0.04 -167 0.09 15 0.04 153 0.30 -144 0.10 -179 0.13 58 2.0944 3.00 0.02 -25 0.04 54 0.02 -28 0.21 -138 0.06 -31 0.07 -166

Page 224: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 175 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -80 0.00 0 0.02 -178 0.00 0 0.00 -89 0.00 0 0.1795 35.00 0.00 -81 0.00 0 0.03 -178 0.00 0 0.01 -89 0.00 0 0.2094 30.00 0.00 -83 0.00 0 0.04 -177 0.00 0 0.01 -89 0.00 0 0.2513 25.00 0.01 -84 0.00 0 0.06 -176 0.00 0 0.02 -89 0.00 0 0.2992 21.00 0.01 -84 0.00 0 0.09 -175 0.00 0 0.05 -89 0.00 0 0.3142 20.00 0.01 -84 0.00 0 0.10 -175 0.00 0 0.06 -89 0.00 0 0.3307 19.00 0.02 -85 0.00 0 0.11 -174 0.00 0 0.07 -89 0.00 0 0.3491 18.00 0.02 -85 0.00 0 0.12 -174 0.00 0 0.09 -89 0.00 0 0.3696 17.00 0.03 -85 0.00 0 0.13 -173 0.00 0 0.11 -89 0.00 0 0.3927 16.00 0.03 -85 0.00 0 0.14 -172 0.00 0 0.14 -89 0.00 0 0.4189 15.00 0.04 -85 0.00 0 0.16 -171 0.00 0 0.18 -89 0.00 0 0.4488 14.00 0.06 -86 0.00 0 0.18 -170 0.00 89 0.23 -89 0.00 0 0.4833 13.00 0.08 -86 0.00 0 0.20 -168 0.00 89 0.31 -89 0.00 0 0.5236 12.00 0.11 -86 0.00 -90 0.22 -165 0.00 88 0.41 -89 0.00 0 0.5712 11.00 0.15 -87 0.00 -91 0.23 -161 0.00 87 0.56 -90 0.00 -89 0.6283 10.00 0.20 -89 0.00 -93 0.24 -153 0.00 84 0.75 -91 0.00 -90 0.6981 9.00 0.27 -91 0.00 -98 0.24 -138 0.01 78 0.95 -93 0.00 -91 0.7854 8.00 0.31 -91 0.01 -108 0.24 -111 0.01 67 1.02 -93 0.00 -90 0.8976 7.00 0.26 -73 0.01 -140 0.26 -74 0.03 34 0.74 -72 0.00 -81 1.0472 6.00 0.22 -14 0.00 -154 0.24 -19 0.01 18 0.69 -6 0.00 2 1.2566 5.00 0.19 94 0.00 -69 0.17 93 0.01 104 0.54 95 0.00 107 1.5708 4.00 0.15 -40 0.00 151 0.13 -52 0.00 -33 0.37 -37 0.00 0 2.0944 3.00 0.10 60 0.00 0 0.07 95 0.00 63 0.23 64 0.00 0

Page 225: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 176 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 225.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -79 0.00 -95 0.02 -178 0.00 90 0.00 -89 0.00 0 0.1795 35.00 0.00 -81 0.00 -96 0.03 -178 0.00 90 0.00 -89 0.00 0 0.2094 30.00 0.00 -82 0.00 -97 0.04 -178 0.01 90 0.01 -89 0.00 0 0.2513 25.00 0.00 -84 0.01 -98 0.06 -177 0.02 90 0.02 -89 0.01 0 0.2992 21.00 0.01 -84 0.01 -100 0.09 -176 0.04 90 0.03 -89 0.02 0 0.3142 20.00 0.01 -85 0.01 -100 0.10 -176 0.04 90 0.04 -89 0.02 0 0.3307 19.00 0.01 -85 0.02 -100 0.11 -176 0.05 90 0.05 -89 0.03 0 0.3491 18.00 0.01 -85 0.02 -100 0.12 -175 0.07 90 0.06 -89 0.03 0 0.3696 17.00 0.02 -85 0.03 -101 0.13 -175 0.08 90 0.08 -89 0.04 0 0.3927 16.00 0.02 -85 0.03 -101 0.15 -174 0.10 90 0.10 -89 0.05 0 0.4189 15.00 0.03 -86 0.04 -101 0.17 -173 0.13 90 0.13 -89 0.07 0 0.4488 14.00 0.04 -86 0.05 -101 0.19 -173 0.18 90 0.17 -89 0.09 0 0.4833 13.00 0.05 -86 0.07 -102 0.22 -171 0.24 90 0.23 -89 0.11 0 0.5236 12.00 0.07 -87 0.09 -102 0.25 -170 0.32 90 0.31 -89 0.15 0 0.5712 11.00 0.10 -88 0.12 -102 0.28 -168 0.44 90 0.44 -90 0.20 0 0.6283 10.00 0.15 -89 0.17 -102 0.31 -165 0.62 89 0.62 -91 0.27 0 0.6981 9.00 0.22 -92 0.24 -102 0.35 -159 0.87 88 0.88 -93 0.35 1 0.7854 8.00 0.30 -96 0.35 -108 0.37 -152 1.19 82 1.20 -97 0.45 4 0.8976 7.00 0.36 -101 0.33 -138 0.33 -138 0.98 57 1.40 -103 0.52 11 1.0472 6.00 0.24 -91 0.24 -54 0.24 -103 0.83 132 0.90 -100 0.46 22 1.2566 5.00 0.14 -13 0.14 -2 0.14 -18 0.37 -146 0.40 -13 0.01 -53 1.5708 4.00 0.04 -167 0.09 -164 0.04 153 0.30 35 0.10 -179 0.13 -121 2.0944 3.00 0.02 -25 0.04 -126 0.02 -28 0.21 41 0.06 -31 0.07 13

Page 226: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 177 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 270.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 0 0.00 -90 0.02 -179 0.00 90 0.00 0 0.00 0 0.1795 35.00 0.00 0 0.00 -90 0.03 -179 0.01 90 0.00 0 0.00 0 0.2094 30.00 0.00 0 0.01 -90 0.04 -179 0.01 90 0.00 0 0.00 0 0.2513 25.00 0.00 0 0.01 -90 0.06 -179 0.03 90 0.00 0 0.00 0 0.2992 21.00 0.00 0 0.02 -90 0.09 -179 0.05 90 0.00 0 0.00 -89 0.3142 20.00 0.00 0 0.02 -90 0.10 -179 0.06 90 0.00 0 0.00 -89 0.3307 19.00 0.00 0 0.03 -90 0.11 -179 0.08 90 0.00 0 0.00 -89 0.3491 18.00 0.00 0 0.03 -90 0.12 -179 0.09 90 0.00 0 0.00 -89 0.3696 17.00 0.00 0 0.04 -90 0.14 -179 0.12 90 0.00 0 0.00 -89 0.3927 16.00 0.00 -1 0.05 -90 0.15 -179 0.15 90 0.00 0 0.00 -89 0.4189 15.00 0.00 -2 0.06 -90 0.18 -179 0.20 90 0.00 0 0.00 -89 0.4488 14.00 0.00 -2 0.08 -90 0.20 180 0.27 90 0.00 0 0.00 -89 0.4833 13.00 0.00 -3 0.11 -90 0.24 180 0.36 90 0.00 0 0.00 -89 0.5236 12.00 0.00 -4 0.15 -91 0.28 180 0.51 89 0.00 0 0.00 -89 0.5712 11.00 0.00 -6 0.22 -91 0.33 179 0.75 89 0.00 -58 0.00 -89 0.6283 10.00 0.00 -11 0.35 -92 0.41 178 1.16 88 0.00 -52 0.01 -89 0.6981 9.00 0.00 -20 0.59 -96 0.51 176 1.94 85 0.00 -59 0.01 -92 0.7854 8.00 0.01 -42 1.19 -107 0.66 170 3.76 74 0.01 -82 0.02 -100 0.8976 7.00 0.01 -79 2.52 -150 0.76 154 7.47 32 0.02 -123 0.03 -139 1.0472 6.00 0.01 -119 1.90 157 0.57 140 5.11 -22 0.02 -158 0.02 169 1.2566 5.00 0.00 -147 1.01 171 0.28 158 2.24 -12 0.01 180 0.00 -164 1.5708 4.00 0.00 -129 0.57 -125 0.11 -133 0.75 44 0.01 -128 0.00 92 2.0944 3.00 0.00 27 0.08 29 0.02 27 0.54 -61 0.01 23 0.07 164

Page 227: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 178 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 315.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 80 0.00 -84 0.02 179 0.00 90 0.00 90 0.00 -179 0.1795 35.00 0.00 82 0.00 -83 0.03 179 0.00 90 0.00 90 0.00 -179 0.2094 30.00 0.00 83 0.00 -82 0.04 179 0.01 90 0.01 90 0.00 -178 0.2513 25.00 0.00 84 0.01 -81 0.06 178 0.02 90 0.02 90 0.01 -178 0.2992 21.00 0.01 85 0.01 -79 0.09 177 0.04 90 0.03 90 0.02 -178 0.3142 20.00 0.01 86 0.01 -79 0.10 177 0.04 90 0.04 90 0.02 -178 0.3307 19.00 0.01 86 0.02 -79 0.11 177 0.05 90 0.05 90 0.03 -178 0.3491 18.00 0.01 86 0.02 -79 0.12 176 0.07 90 0.06 90 0.03 -178 0.3696 17.00 0.02 86 0.03 -78 0.13 176 0.08 90 0.08 90 0.04 -178 0.3927 16.00 0.02 86 0.03 -78 0.15 175 0.10 90 0.10 90 0.05 -178 0.4189 15.00 0.03 87 0.04 -78 0.17 174 0.13 90 0.13 90 0.07 -178 0.4488 14.00 0.04 87 0.05 -78 0.19 173 0.18 90 0.17 90 0.09 -178 0.4833 13.00 0.05 87 0.07 -78 0.22 172 0.23 90 0.23 90 0.11 -178 0.5236 12.00 0.07 87 0.09 -78 0.25 171 0.32 89 0.31 89 0.15 -178 0.5712 11.00 0.10 86 0.12 -78 0.28 169 0.44 89 0.44 89 0.20 -178 0.6283 10.00 0.15 85 0.17 -79 0.31 166 0.61 89 0.62 87 0.27 -178 0.6981 9.00 0.22 83 0.23 -81 0.33 162 0.86 88 0.88 85 0.35 -177 0.7854 8.00 0.31 79 0.31 -88 0.32 156 1.16 82 1.19 81 0.45 -173 0.8976 7.00 0.36 75 0.21 -112 0.22 144 0.94 62 1.39 74 0.53 -167 1.0472 6.00 0.25 84 0.30 -34 0.02 -169 0.86 129 0.89 76 0.46 -155 1.2566 5.00 0.15 164 0.15 -3 0.04 -38 0.37 -149 0.38 164 0.00 -76 1.5708 4.00 0.04 9 0.12 -155 0.02 106 0.29 31 0.09 0 0.13 59 2.0944 3.00 0.02 136 0.03 -109 0.01 2 0.19 43 0.05 135 0.06 -154

Page 228: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 179 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.28 0.02 1.00 0.06 4.29 0.00 7.90 1.19 0.02 1.05 0.05 4.02 0.00 8.33 1.10 0.02 1.07 0.05 3.74 0.00 8.76 1.02 0.02 1.08 0.05 3.49 0.00 9.20 0.94 0.02 1.08 0.04 3.25 0.00 9.63 0.88 0.01 1.06 0.04 3.03 0.00 10.06 0.82 0.01 1.04 0.04 2.83 0.00 10.49 0.76 0.01 1.01 0.03 2.65 0.00 10.92 0.71 0.01 0.99 0.03 2.48 0.00 11.35 0.67 0.01 0.96 0.03 2.33 0.00

Page 229: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 180 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.17 1.17 1.56 4.27 4.59 1.87 7.90 1.08 1.08 1.53 3.94 4.23 1.74 8.33 0.99 1.00 1.50 3.64 3.90 1.61 8.76 0.92 0.92 1.45 3.37 3.61 1.50 9.20 0.85 0.86 1.41 3.13 3.34 1.39 9.63 0.79 0.80 1.36 2.91 3.11 1.29 10.06 0.73 0.74 1.30 2.71 2.89 1.21 10.49 0.68 0.69 1.25 2.53 2.70 1.13 10.92 0.64 0.65 1.21 2.37 2.52 1.05 11.35 0.59 0.61 1.16 2.22 2.36 0.99

Page 230: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 181 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 0.03 5.83 2.74 17.17 0.08 0.08 7.90 0.03 5.32 2.57 15.68 0.07 0.07 8.33 0.03 4.88 2.42 14.40 0.07 0.06 8.76 0.02 4.49 2.28 13.25 0.06 0.06 9.20 0.02 4.14 2.14 12.22 0.06 0.05 9.63 0.02 3.82 2.02 11.30 0.05 0.05 10.06 0.02 3.54 1.91 10.46 0.05 0.05 10.49 0.02 3.28 1.81 9.71 0.04 0.04 10.92 0.02 3.05 1.71 9.02 0.04 0.04 11.35 0.01 2.84 1.62 8.41 0.04 0.04

Page 231: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 182 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.16 1.21 1.72 4.19 4.61 1.86 7.90 1.06 1.12 1.67 3.87 4.25 1.73 8.33 0.98 1.03 1.62 3.57 3.92 1.61 8.76 0.90 0.96 1.56 3.31 3.62 1.49 9.20 0.84 0.89 1.50 3.07 3.36 1.38 9.63 0.78 0.83 1.44 2.86 3.12 1.29 10.06 0.72 0.77 1.38 2.66 2.90 1.20 10.49 0.67 0.72 1.32 2.49 2.71 1.12 10.92 0.63 0.67 1.26 2.33 2.53 1.05 11.35 0.59 0.63 1.21 2.18 2.37 0.98

Page 232: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 183 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.27 0.02 1.30 0.06 4.31 0.00 7.90 1.18 0.02 1.29 0.06 4.04 0.00 8.33 1.09 0.02 1.27 0.05 3.76 0.00 8.76 1.01 0.02 1.25 0.05 3.50 0.00 9.20 0.93 0.02 1.22 0.04 3.26 0.00 9.63 0.87 0.01 1.19 0.04 3.04 0.00 10.06 0.81 0.01 1.15 0.04 2.84 0.00 10.49 0.76 0.01 1.11 0.03 2.66 0.00 10.92 0.71 0.01 1.07 0.03 2.49 0.00 11.35 0.66 0.01 1.04 0.03 2.34 0.00

Page 233: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 184 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.16 1.25 1.72 4.27 4.62 1.86 7.90 1.07 1.15 1.67 3.93 4.25 1.73 8.33 0.98 1.06 1.62 3.63 3.92 1.60 8.76 0.91 0.99 1.56 3.36 3.62 1.49 9.20 0.84 0.91 1.50 3.12 3.36 1.38 9.63 0.78 0.85 1.44 2.90 3.12 1.29 10.06 0.72 0.79 1.38 2.71 2.90 1.20 10.49 0.67 0.74 1.32 2.53 2.71 1.12 10.92 0.63 0.69 1.26 2.36 2.53 1.05 11.35 0.59 0.65 1.21 2.21 2.37 0.98

Page 234: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 185 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 0.02 5.83 2.74 17.17 0.05 0.08 7.90 0.02 5.32 2.57 15.69 0.04 0.07 8.33 0.02 4.88 2.42 14.40 0.04 0.06 8.76 0.02 4.49 2.28 13.25 0.04 0.06 9.20 0.01 4.14 2.15 12.22 0.03 0.05 9.63 0.01 3.82 2.02 11.30 0.03 0.05 10.06 0.01 3.54 1.91 10.46 0.03 0.05 10.49 0.01 3.28 1.81 9.71 0.03 0.04 10.92 0.01 3.05 1.71 9.02 0.02 0.04 11.35 0.01 2.84 1.62 8.41 0.02 0.04

Page 235: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 186 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 2 Name = S1-S8 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC02 On Body MODEL At X = -7.4 Y = 0.0 Z = 12.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.17 1.14 1.56 4.20 4.59 1.87 7.90 1.08 1.05 1.53 3.88 4.22 1.74 8.33 0.99 0.97 1.50 3.58 3.90 1.61 8.76 0.91 0.90 1.45 3.32 3.60 1.50 9.20 0.85 0.84 1.41 3.08 3.34 1.39 9.63 0.78 0.78 1.36 2.86 3.10 1.29 10.06 0.73 0.73 1.30 2.67 2.89 1.21 10.49 0.68 0.68 1.25 2.49 2.69 1.13 10.92 0.63 0.64 1.21 2.33 2.52 1.05 11.35 0.59 0.60 1.16 2.18 2.36 0.99

Page 236: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 187 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 0.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 1.091 90 0.000 0 1.004 -5 0.000 0 0.169 -89 0.000 0 0.1795 35.00 1.007 90 0.000 0 1.007 -7 0.000 0 0.208 -89 0.000 0 0.2094 30.00 0.933 90 0.000 0 1.012 -10 0.000 0 0.272 -89 0.000 0 0.2513 25.00 0.858 90 0.000 0 1.023 -14 0.000 0 0.384 -89 0.000 0 0.2992 21.00 0.773 91 0.000 0 1.045 -20 0.000 0 0.541 -89 0.000 0 0.3142 20.00 0.744 91 0.000 0 1.054 -22 0.000 0 0.595 -89 0.000 0 0.3307 19.00 0.709 91 0.000 0 1.066 -24 0.000 0 0.657 -89 0.000 0 0.3491 18.00 0.669 91 0.000 0 1.080 -27 0.001 91 0.730 -89 0.000 0 0.3696 17.00 0.620 91 0.000 0 1.099 -30 0.001 90 0.814 -89 0.000 0 0.3927 16.00 0.562 91 0.000 0 1.122 -33 0.001 90 0.913 -89 0.000 0 0.4189 15.00 0.491 91 0.000 0 1.152 -37 0.001 90 1.029 -89 0.001 -89 0.4488 14.00 0.404 92 0.000 0 1.190 -42 0.002 90 1.166 -89 0.001 -89 0.4833 13.00 0.297 93 0.000 0 1.236 -47 0.002 89 1.325 -90 0.001 -89 0.5236 12.00 0.165 95 0.001 -89 1.290 -53 0.003 88 1.509 -90 0.001 -90 0.5712 11.00 0.018 176 0.001 -91 1.343 -60 0.005 86 1.708 -91 0.001 -90 0.6283 10.00 0.193 -97 0.002 -94 1.367 -69 0.008 83 1.891 -92 0.001 -91 0.6981 9.00 0.388 -96 0.004 -99 1.291 -78 0.013 77 1.948 -94 0.001 -92 0.7854 8.00 0.485 -95 0.008 -110 0.976 -88 0.022 65 1.637 -95 0.001 -92 0.8976 7.00 0.369 -77 0.014 -144 0.413 -74 0.035 31 0.896 -75 0.000 0 1.0472 6.00 0.273 -14 0.005 -158 0.307 2 0.012 17 0.620 -7 0.000 0 1.2566 5.00 0.180 91 0.002 -74 0.172 93 0.004 101 0.341 92 0.000 0 1.5708 4.00 0.090 -44 0.001 145 0.073 -31 0.001 -37 0.148 -41 0.000 0 2.0944 3.00 0.042 51 0.000 0 0.036 39 0.000 0 0.061 51 0.000 0

Page 237: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 188 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 45.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.772 90 0.742 86 1.002 -4 0.122 90 0.119 -89 0.073 -178 0.1795 35.00 0.713 90 0.685 85 1.004 -5 0.151 90 0.147 -89 0.085 -178 0.2094 30.00 0.661 90 0.635 83 1.006 -7 0.198 90 0.193 -89 0.106 -178 0.2513 25.00 0.610 91 0.588 80 1.012 -10 0.280 90 0.273 -89 0.147 -178 0.2992 21.00 0.554 91 0.539 75 1.024 -14 0.396 90 0.385 -89 0.204 -178 0.3142 20.00 0.534 91 0.523 73 1.028 -16 0.437 90 0.424 -89 0.224 -178 0.3307 19.00 0.511 91 0.506 70 1.035 -17 0.484 90 0.470 -89 0.247 -178 0.3491 18.00 0.485 91 0.487 67 1.043 -19 0.538 90 0.523 -89 0.273 -178 0.3696 17.00 0.453 91 0.465 63 1.053 -22 0.603 90 0.585 -89 0.303 -178 0.3927 16.00 0.414 91 0.443 58 1.067 -24 0.678 90 0.659 -89 0.338 -178 0.4189 15.00 0.368 91 0.420 51 1.085 -28 0.769 90 0.747 -89 0.380 -178 0.4488 14.00 0.311 92 0.399 42 1.109 -31 0.877 90 0.854 -89 0.427 -178 0.4833 13.00 0.240 92 0.386 31 1.141 -36 1.007 90 0.984 -89 0.482 -178 0.5236 12.00 0.151 94 0.389 16 1.183 -41 1.162 89 1.142 -90 0.545 -178 0.5712 11.00 0.038 108 0.420 0 1.237 -48 1.347 89 1.336 -90 0.612 -178 0.6283 10.00 0.110 -99 0.483 -16 1.299 -55 1.561 89 1.565 -92 0.679 -178 0.6981 9.00 0.288 -97 0.568 -31 1.349 -65 1.786 87 1.802 -94 0.727 -177 0.7854 8.00 0.465 -100 0.607 -46 1.327 -77 1.930 82 1.937 -99 0.732 -173 0.8976 7.00 0.535 -104 0.281 -48 1.102 -91 1.231 57 1.726 -105 0.657 -167 1.0472 6.00 0.311 -97 0.501 -12 0.455 -101 0.757 130 0.813 -103 0.419 -155 1.2566 5.00 0.129 -15 0.122 6 0.117 -10 0.233 -148 0.243 -15 0.003 -72 1.5708 4.00 0.022 -173 0.096 -143 0.020 -159 0.119 31 0.037 180 0.053 59 2.0944 3.00 0.007 -43 0.010 -101 0.005 -63 0.042 43 0.011 -44 0.014 -154

Page 238: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 189 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.004 -179 1.047 90 1.000 0 0.173 90 0.000 0 0.001 -89 0.1795 35.00 0.004 -179 0.966 90 1.000 0 0.214 90 0.000 0 0.001 -89 0.2094 30.00 0.004 -179 0.894 90 1.001 0 0.280 90 0.000 0 0.001 -89 0.2513 25.00 0.004 -179 0.822 90 1.001 0 0.399 90 0.000 0 0.002 -89 0.2992 21.00 0.004 -179 0.741 90 1.001 0 0.567 90 0.000 0 0.003 -89 0.3142 20.00 0.004 -179 0.714 90 1.001 0 0.627 90 0.000 0 0.003 -89 0.3307 19.00 0.004 -179 0.681 90 1.001 0 0.697 90 0.000 0 0.004 -89 0.3491 18.00 0.004 -179 0.643 90 1.002 0 0.780 90 0.000 0 0.004 -89 0.3696 17.00 0.004 -179 0.597 90 1.002 0 0.878 90 0.000 0 0.005 -89 0.3927 16.00 0.004 -179 0.541 90 1.003 0 0.998 90 0.000 0 0.005 -89 0.4189 15.00 0.004 -178 0.473 90 1.003 0 1.144 90 0.000 0 0.006 -89 0.4488 14.00 0.004 -178 0.387 90 1.005 0 1.327 90 0.000 0 0.007 -89 0.4833 13.00 0.004 -178 0.278 91 1.007 0 1.561 90 0.000 0 0.008 -89 0.5236 12.00 0.004 -177 0.133 93 1.012 0 1.870 89 0.001 -114 0.010 -89 0.5712 11.00 0.004 -177 0.068 -99 1.019 0 2.298 89 0.001 -143 0.012 -89 0.6283 10.00 0.005 -177 0.362 -93 1.031 -1 2.936 88 0.003 -163 0.014 -89 0.6981 9.00 0.007 178 0.848 -97 1.048 -3 3.992 85 0.007 176 0.019 -92 0.7854 8.00 0.010 162 1.821 -108 1.055 -9 6.105 74 0.017 148 0.027 -100 0.8976 7.00 0.017 117 3.567 -150 0.932 -24 9.280 32 0.039 97 0.038 -139 1.0472 6.00 0.013 47 2.221 157 0.531 -37 4.664 -22 0.035 26 0.016 169 1.2566 5.00 0.004 20 0.856 170 0.184 -20 1.420 -12 0.012 5 0.002 -164 1.5708 4.00 0.001 52 0.287 -127 0.047 47 0.302 44 0.004 51 0.001 92 2.0944 3.00 0.001 -150 0.032 70 0.006 -151 0.123 -61 0.002 -151 0.015 164

Page 239: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 190 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 135.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.772 -89 0.741 94 1.002 5 0.122 90 0.119 90 0.073 0 0.1795 35.00 0.713 -89 0.685 95 1.004 6 0.151 90 0.147 90 0.085 0 0.2094 30.00 0.661 -89 0.635 97 1.006 8 0.198 90 0.193 90 0.106 0 0.2513 25.00 0.610 -90 0.587 100 1.012 11 0.280 90 0.273 90 0.147 0 0.2992 21.00 0.554 -90 0.539 105 1.024 15 0.396 90 0.385 90 0.204 0 0.3142 20.00 0.534 -90 0.523 107 1.028 17 0.436 90 0.424 90 0.224 0 0.3307 19.00 0.511 -90 0.506 110 1.035 18 0.483 90 0.469 90 0.247 0 0.3491 18.00 0.485 -90 0.487 113 1.043 20 0.538 90 0.523 90 0.273 0 0.3696 17.00 0.453 -90 0.466 117 1.053 23 0.602 90 0.585 90 0.303 0 0.3927 16.00 0.415 -90 0.443 122 1.067 25 0.677 90 0.659 90 0.338 0 0.4189 15.00 0.368 -90 0.421 129 1.085 28 0.767 90 0.747 90 0.379 0 0.4488 14.00 0.311 -91 0.401 138 1.110 32 0.874 90 0.854 90 0.427 0 0.4833 13.00 0.240 -92 0.389 150 1.143 36 1.003 90 0.983 90 0.482 0 0.5236 12.00 0.151 -94 0.394 164 1.190 42 1.157 90 1.142 90 0.545 0 0.5712 11.00 0.039 -108 0.427 -178 1.256 47 1.339 90 1.335 89 0.612 0 0.6283 10.00 0.109 95 0.498 -162 1.349 54 1.548 89 1.565 88 0.678 0 0.6981 9.00 0.284 88 0.611 -147 1.466 59 1.761 88 1.805 86 0.726 1 0.7854 8.00 0.459 83 0.773 -138 1.528 63 1.881 83 1.945 82 0.728 4 0.8976 7.00 0.528 78 0.758 -148 1.347 66 1.145 62 1.740 76 0.648 11 1.0472 6.00 0.306 86 0.343 -95 0.684 78 0.788 131 0.821 79 0.419 22 1.2566 5.00 0.129 166 0.124 9 0.228 164 0.242 -147 0.251 166 0.008 -55 1.5708 4.00 0.024 8 0.039 175 0.037 -9 0.122 35 0.042 0 0.055 -121 2.0944 3.00 0.009 152 0.028 -142 0.012 149 0.047 41 0.014 148 0.015 13

Page 240: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 191 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 1.091 -89 0.000 0 1.004 6 0.000 0 0.169 90 0.000 0 0.1795 35.00 1.007 -89 0.000 0 1.007 8 0.000 0 0.208 90 0.000 0 0.2094 30.00 0.933 -89 0.000 0 1.012 11 0.000 0 0.272 90 0.000 0 0.2513 25.00 0.858 -89 0.000 0 1.023 15 0.000 0 0.384 90 0.000 0 0.2992 21.00 0.773 -90 0.000 0 1.045 21 0.000 0 0.541 90 0.000 0 0.3142 20.00 0.744 -90 0.000 0 1.054 23 0.000 0 0.595 90 0.000 0 0.3307 19.00 0.709 -90 0.000 0 1.065 25 0.000 0 0.657 90 0.000 0 0.3491 18.00 0.669 -90 0.000 0 1.080 28 0.001 -90 0.730 90 0.000 0 0.3696 17.00 0.620 -90 0.000 0 1.098 31 0.001 -90 0.814 90 0.000 0 0.3927 16.00 0.562 -90 0.000 0 1.122 34 0.001 -90 0.913 90 0.000 0 0.4189 15.00 0.491 -91 0.000 0 1.152 38 0.001 -90 1.029 90 0.001 90 0.4488 14.00 0.404 -91 0.000 0 1.190 43 0.002 -90 1.166 90 0.001 90 0.4833 13.00 0.298 -92 0.000 0 1.239 48 0.002 -90 1.325 90 0.001 90 0.5236 12.00 0.166 -96 0.001 90 1.301 53 0.003 -91 1.509 90 0.001 90 0.5712 11.00 0.019 -174 0.001 89 1.377 60 0.005 -92 1.709 89 0.001 90 0.6283 10.00 0.190 94 0.002 86 1.459 67 0.008 -95 1.893 88 0.001 89 0.6981 9.00 0.383 89 0.004 81 1.493 73 0.013 -101 1.954 86 0.001 88 0.7854 8.00 0.478 88 0.008 70 1.309 81 0.022 -112 1.648 86 0.001 89 0.8976 7.00 0.364 106 0.014 38 0.840 106 0.036 -145 0.913 107 0.000 0 1.0472 6.00 0.268 167 0.005 22 0.570 168 0.013 -161 0.632 173 0.000 0 1.2566 5.00 0.176 -85 0.002 108 0.305 -85 0.004 -75 0.345 -84 0.000 0 1.5708 4.00 0.088 140 0.001 -30 0.137 136 0.001 146 0.151 142 0.000 0 2.0944 3.00 0.035 -118 0.000 0 0.045 -104 0.000 0 0.053 -115 0.000 0

Page 241: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 192 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 225.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.772 -89 0.742 -85 1.002 5 0.122 -89 0.119 90 0.073 179 0.1795 35.00 0.713 -89 0.685 -84 1.004 6 0.151 -89 0.147 90 0.085 179 0.2094 30.00 0.661 -89 0.635 -82 1.006 8 0.198 -89 0.193 90 0.106 179 0.2513 25.00 0.610 -90 0.588 -79 1.012 11 0.280 -89 0.273 90 0.147 179 0.2992 21.00 0.554 -90 0.539 -74 1.024 15 0.396 -89 0.385 90 0.204 179 0.3142 20.00 0.534 -90 0.523 -72 1.028 17 0.437 -89 0.424 90 0.224 179 0.3307 19.00 0.511 -90 0.506 -69 1.035 18 0.484 -89 0.470 90 0.247 179 0.3491 18.00 0.485 -90 0.487 -66 1.043 20 0.538 -89 0.523 90 0.273 179 0.3696 17.00 0.453 -90 0.466 -62 1.053 23 0.603 -89 0.585 90 0.303 179 0.3927 16.00 0.414 -90 0.443 -57 1.067 25 0.678 -89 0.659 90 0.338 179 0.4189 15.00 0.368 -90 0.421 -50 1.085 28 0.769 -89 0.747 90 0.380 179 0.4488 14.00 0.311 -91 0.401 -41 1.110 32 0.877 -89 0.854 90 0.427 179 0.4833 13.00 0.240 -92 0.389 -29 1.143 36 1.007 -89 0.984 90 0.482 179 0.5236 12.00 0.151 -94 0.394 -15 1.190 42 1.162 -89 1.142 90 0.545 179 0.5712 11.00 0.038 -108 0.427 1 1.256 47 1.347 -89 1.336 89 0.612 179 0.6283 10.00 0.109 95 0.500 18 1.350 54 1.561 -90 1.566 88 0.678 180 0.6981 9.00 0.285 88 0.617 32 1.468 59 1.785 -91 1.807 86 0.726 -178 0.7854 8.00 0.460 83 0.791 42 1.531 63 1.928 -97 1.947 82 0.727 -175 0.8976 7.00 0.528 78 0.804 29 1.347 66 1.213 -122 1.738 76 0.647 -168 1.0472 6.00 0.306 85 0.331 83 0.684 78 0.759 -47 0.821 79 0.419 -157 1.2566 5.00 0.129 166 0.121 -170 0.228 164 0.237 33 0.251 166 0.008 126 1.5708 4.00 0.024 8 0.039 -4 0.037 -9 0.122 -144 0.041 0 0.055 58 2.0944 3.00 0.009 152 0.028 37 0.012 149 0.048 -138 0.014 148 0.015 -166

Page 242: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 193 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 270.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.004 180 1.047 -89 1.000 0 0.173 -89 0.000 0 0.001 90 0.1795 35.00 0.004 180 0.966 -89 1.000 0 0.214 -89 0.000 0 0.001 90 0.2094 30.00 0.004 180 0.894 -89 1.001 0 0.280 -89 0.000 0 0.001 90 0.2513 25.00 0.004 180 0.822 -89 1.001 0 0.399 -89 0.000 0 0.002 90 0.2992 21.00 0.004 180 0.741 -89 1.001 0 0.567 -89 0.000 0 0.003 90 0.3142 20.00 0.004 180 0.714 -89 1.001 0 0.627 -89 0.000 0 0.003 90 0.3307 19.00 0.004 180 0.681 -89 1.001 0 0.697 -89 0.000 0 0.004 90 0.3491 18.00 0.004 180 0.643 -89 1.002 0 0.780 -89 0.000 0 0.004 90 0.3696 17.00 0.004 180 0.597 -89 1.002 0 0.878 -89 0.000 0 0.005 90 0.3927 16.00 0.004 180 0.541 -89 1.003 0 0.998 -89 0.000 0 0.005 90 0.4189 15.00 0.004 179 0.473 -89 1.004 0 1.144 -89 0.000 0 0.006 90 0.4488 14.00 0.004 179 0.387 -89 1.005 0 1.327 -89 0.000 0 0.007 90 0.4833 13.00 0.004 179 0.278 -88 1.007 0 1.561 -89 0.000 0 0.008 90 0.5236 12.00 0.004 178 0.133 -86 1.012 0 1.870 -90 0.001 98 0.010 90 0.5712 11.00 0.005 176 0.068 80 1.019 0 2.298 -90 0.001 121 0.012 90 0.6283 10.00 0.005 172 0.362 86 1.032 0 2.936 -91 0.003 127 0.014 90 0.6981 9.00 0.006 162 0.848 82 1.051 -3 3.992 -94 0.006 120 0.019 87 0.7854 8.00 0.008 138 1.821 71 1.064 -9 6.106 -105 0.013 97 0.027 79 0.8976 7.00 0.009 96 3.567 29 0.948 -24 9.281 -147 0.020 56 0.038 40 1.0472 6.00 0.008 50 2.220 -22 0.528 -38 4.664 157 0.021 21 0.016 -10 1.2566 5.00 0.003 16 0.856 -9 0.182 -21 1.419 167 0.009 0 0.002 15 1.5708 4.00 0.001 50 0.287 52 0.047 47 0.302 -135 0.004 51 0.001 -87 2.0944 3.00 0.001 -154 0.032 -109 0.006 -152 0.123 118 0.002 -156 0.015 -15

Page 243: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 194 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 315.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.772 90 0.741 -93 1.002 -4 0.122 -89 0.119 -89 0.073 0 0.1795 35.00 0.713 90 0.685 -94 1.004 -5 0.151 -89 0.147 -89 0.085 0 0.2094 30.00 0.661 90 0.635 -96 1.006 -7 0.198 -89 0.193 -89 0.106 1 0.2513 25.00 0.610 91 0.587 -99 1.012 -10 0.280 -89 0.273 -89 0.147 1 0.2992 21.00 0.554 91 0.539 -104 1.024 -14 0.396 -89 0.385 -89 0.204 1 0.3142 20.00 0.534 91 0.523 -106 1.028 -16 0.436 -89 0.424 -89 0.224 1 0.3307 19.00 0.511 91 0.506 -109 1.035 -17 0.483 -89 0.469 -89 0.247 1 0.3491 18.00 0.485 91 0.486 -112 1.043 -19 0.538 -89 0.523 -89 0.273 1 0.3696 17.00 0.453 91 0.465 -116 1.053 -22 0.602 -89 0.585 -89 0.303 1 0.3927 16.00 0.415 91 0.443 -121 1.067 -24 0.677 -89 0.659 -89 0.338 1 0.4189 15.00 0.368 91 0.420 -128 1.085 -28 0.767 -89 0.747 -89 0.379 1 0.4488 14.00 0.311 92 0.399 -137 1.109 -31 0.874 -89 0.854 -89 0.427 1 0.4833 13.00 0.240 92 0.386 -148 1.141 -36 1.003 -89 0.983 -89 0.482 1 0.5236 12.00 0.151 94 0.390 -163 1.183 -41 1.157 -90 1.142 -90 0.545 1 0.5712 11.00 0.038 108 0.420 180 1.237 -48 1.339 -90 1.335 -90 0.612 1 0.6283 10.00 0.110 -99 0.482 163 1.298 -55 1.548 -90 1.563 -92 0.679 1 0.6981 9.00 0.287 -97 0.566 149 1.347 -65 1.761 -91 1.800 -94 0.727 2 0.7854 8.00 0.464 -100 0.602 135 1.326 -76 1.883 -97 1.934 -98 0.731 6 0.8976 7.00 0.535 -104 0.314 138 1.102 -91 1.167 -117 1.726 -105 0.655 12 1.0472 6.00 0.311 -97 0.508 166 0.455 -101 0.786 -50 0.812 -103 0.419 24 1.2566 5.00 0.129 -15 0.125 -173 0.117 -10 0.237 30 0.243 -15 0.003 103 1.5708 4.00 0.022 -173 0.097 36 0.020 -159 0.119 -148 0.037 -179 0.053 -120 2.0944 3.00 0.007 -44 0.010 78 0.005 -63 0.042 -136 0.011 -44 0.014 25

Page 244: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 195 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.68 0.03 6.42 0.09 9.12 0.00 7.90 1.55 0.03 6.59 0.08 9.06 0.00 8.33 1.49 0.03 6.68 0.07 8.89 0.00 8.76 1.51 0.02 6.72 0.07 8.66 0.00 9.20 1.61 0.02 6.72 0.06 8.39 0.00 9.63 1.75 0.02 6.70 0.06 8.11 0.00 10.06 1.92 0.02 6.66 0.05 7.81 0.00 10.49 2.10 0.02 6.62 0.05 7.52 0.00 10.92 2.29 0.02 6.57 0.05 7.23 0.00 11.35 2.46 0.02 6.51 0.04 6.96 0.00

Page 245: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 196 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.33 0.03 4.29 0.07 6.28 0.00 7.90 1.20 0.02 4.24 0.07 6.03 0.00 8.33 1.11 0.02 4.14 0.06 5.75 0.00 8.76 1.07 0.02 4.02 0.06 5.44 0.00 9.20 1.05 0.02 3.89 0.05 5.15 0.00 9.63 1.06 0.02 3.76 0.05 4.87 0.00 10.06 1.07 0.02 3.63 0.04 4.60 0.00 10.49 1.10 0.02 3.51 0.04 4.35 0.00 10.92 1.12 0.01 3.39 0.04 4.11 0.00 11.35 1.15 0.01 3.27 0.04 3.89 0.00

Page 246: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 197 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 1.14 0.02 2.99 0.06 4.55 0.00 7.90 1.03 0.02 2.85 0.06 4.25 0.00 8.33 0.94 0.02 2.70 0.05 3.95 0.00 8.76 0.88 0.02 2.56 0.05 3.68 0.00 9.20 0.83 0.02 2.41 0.05 3.42 0.00 9.63 0.79 0.02 2.28 0.04 3.19 0.00 10.06 0.75 0.01 2.16 0.04 2.98 0.00 10.49 0.72 0.01 2.04 0.04 2.79 0.00 10.92 0.70 0.01 1.93 0.03 2.61 0.00 11.35 0.67 0.01 1.83 0.03 2.45 0.00

Page 247: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 198 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.58 2.67 6.70 8.33 8.59 3.57 7.90 1.45 2.59 6.70 8.06 8.27 3.50 8.33 1.39 2.52 6.67 7.76 7.93 3.41 8.76 1.38 2.46 6.62 7.45 7.58 3.30 9.20 1.42 2.42 6.56 7.14 7.24 3.19 9.63 1.49 2.40 6.50 6.83 6.91 3.07 10.06 1.59 2.39 6.44 6.53 6.59 2.96 10.49 1.69 2.39 6.38 6.25 6.29 2.84 10.92 1.79 2.41 6.33 5.97 6.00 2.73 11.35 1.90 2.43 6.27 5.71 5.73 2.62

Page 248: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 199 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.32 1.97 4.71 5.98 6.29 2.58 7.90 1.20 1.84 4.54 5.62 5.89 2.45 8.33 1.12 1.73 4.36 5.27 5.51 2.31 8.76 1.06 1.64 4.18 4.95 5.15 2.18 9.20 1.02 1.56 4.01 4.64 4.82 2.06 9.63 0.99 1.49 3.85 4.36 4.52 1.94 10.06 0.98 1.43 3.69 4.10 4.24 1.82 10.49 0.97 1.38 3.55 3.86 3.98 1.72 10.92 0.96 1.33 3.41 3.63 3.74 1.62 11.35 0.96 1.29 3.28 3.42 3.53 1.53

Page 249: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 200 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 1.18 1.58 3.50 4.54 4.88 1.99 7.90 1.07 1.45 3.28 4.18 4.49 1.85 8.33 0.99 1.34 3.07 3.86 4.14 1.71 8.76 0.91 1.24 2.87 3.57 3.83 1.59 9.20 0.85 1.15 2.70 3.31 3.54 1.47 9.63 0.80 1.08 2.53 3.08 3.29 1.37 10.06 0.76 1.01 2.38 2.87 3.06 1.28 10.49 0.71 0.95 2.24 2.68 2.85 1.19 10.92 0.68 0.90 2.11 2.50 2.66 1.11 11.35 0.64 0.85 2.00 2.34 2.49 1.04

Page 250: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 201 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 0.05 7.88 5.41 24.72 0.09 0.11 7.90 0.04 7.18 5.46 22.90 0.08 0.10 8.33 0.04 6.59 5.49 21.30 0.08 0.10 8.76 0.04 6.09 5.51 19.86 0.07 0.09 9.20 0.04 5.67 5.53 18.54 0.06 0.08 9.63 0.03 5.31 5.54 17.34 0.06 0.08 10.06 0.03 5.01 5.55 16.24 0.05 0.07 10.49 0.03 4.77 5.56 15.24 0.05 0.07 10.92 0.03 4.58 5.56 14.32 0.05 0.07 11.35 0.03 4.43 5.57 13.48 0.04 0.06

Page 251: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 202 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.04 7.24 3.83 20.71 0.09 0.09 7.90 0.04 6.60 3.71 18.99 0.08 0.08 8.33 0.03 6.05 3.58 17.49 0.07 0.08 8.76 0.03 5.57 3.46 16.15 0.07 0.07 9.20 0.03 5.14 3.35 14.94 0.06 0.06 9.63 0.03 4.76 3.23 13.85 0.06 0.06 10.06 0.03 4.42 3.13 12.86 0.05 0.06 10.49 0.02 4.12 3.03 11.96 0.05 0.05 10.92 0.02 3.85 2.93 11.15 0.04 0.05 11.35 0.02 3.61 2.84 10.41 0.04 0.05

Page 252: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 203 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.04 6.96 2.91 18.42 0.09 0.08 7.90 0.03 6.34 2.72 16.82 0.08 0.07 8.33 0.03 5.81 2.56 15.42 0.07 0.07 8.76 0.03 5.33 2.40 14.18 0.07 0.06 9.20 0.03 4.90 2.26 13.07 0.06 0.06 9.63 0.02 4.52 2.13 12.07 0.06 0.05 10.06 0.02 4.18 2.01 11.17 0.05 0.05 10.49 0.02 3.87 1.90 10.36 0.05 0.04 10.92 0.02 3.59 1.79 9.62 0.04 0.04 11.35 0.02 3.35 1.70 8.96 0.04 0.04

Page 253: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 204 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.56 3.08 7.25 8.20 8.61 3.56 7.90 1.44 2.94 7.16 7.95 8.29 3.49 8.33 1.37 2.83 7.05 7.66 7.94 3.40 8.76 1.37 2.73 6.94 7.36 7.59 3.30 9.20 1.41 2.66 6.84 7.05 7.25 3.18 9.63 1.49 2.61 6.74 6.75 6.92 3.07 10.06 1.58 2.57 6.65 6.46 6.60 2.95 10.49 1.68 2.55 6.57 6.18 6.30 2.84 10.92 1.79 2.55 6.49 5.91 6.01 2.73 11.35 1.90 2.56 6.42 5.66 5.73 2.62

Page 254: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 205 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.31 2.33 5.22 5.88 6.31 2.57 7.90 1.19 2.17 4.97 5.53 5.91 2.44 8.33 1.10 2.03 4.73 5.19 5.52 2.31 8.76 1.05 1.91 4.51 4.87 5.17 2.18 9.20 1.01 1.80 4.30 4.57 4.84 2.05 9.63 0.99 1.71 4.11 4.30 4.53 1.93 10.06 0.97 1.63 3.93 4.04 4.25 1.82 10.49 0.96 1.56 3.76 3.80 3.99 1.72 10.92 0.96 1.49 3.60 3.58 3.75 1.62 11.35 0.96 1.44 3.46 3.38 3.53 1.53

Page 255: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 206 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 1.16 1.89 4.00 4.45 4.91 1.98 7.90 1.06 1.73 3.71 4.10 4.51 1.84 8.33 0.97 1.60 3.45 3.79 4.16 1.70 8.76 0.90 1.48 3.22 3.51 3.84 1.58 9.20 0.84 1.37 3.01 3.25 3.56 1.47 9.63 0.79 1.28 2.82 3.02 3.30 1.36 10.06 0.75 1.20 2.64 2.82 3.07 1.27 10.49 0.71 1.12 2.48 2.63 2.87 1.19 10.92 0.67 1.05 2.33 2.46 2.68 1.11 11.35 0.64 0.99 2.20 2.30 2.50 1.04

Page 256: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 207 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.66 0.03 7.22 0.09 9.14 0.00 7.90 1.53 0.03 7.25 0.08 9.08 0.00 8.33 1.47 0.03 7.23 0.07 8.91 0.00 8.76 1.50 0.02 7.17 0.07 8.68 0.00 9.20 1.60 0.02 7.10 0.06 8.41 0.00 9.63 1.75 0.02 7.02 0.06 8.12 0.00 10.06 1.92 0.02 6.94 0.05 7.82 0.00 10.49 2.10 0.02 6.86 0.05 7.53 0.00 10.92 2.28 0.02 6.78 0.05 7.24 0.00 11.35 2.46 0.02 6.71 0.04 6.96 0.00

Page 257: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 208 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.31 0.03 5.00 0.07 6.31 0.00 7.90 1.18 0.03 4.83 0.07 6.06 0.00 8.33 1.10 0.02 4.65 0.06 5.76 0.00 8.76 1.05 0.02 4.46 0.06 5.46 0.00 9.20 1.04 0.02 4.28 0.05 5.16 0.00 9.63 1.05 0.02 4.10 0.05 4.88 0.00 10.06 1.06 0.02 3.94 0.04 4.61 0.00 10.49 1.09 0.02 3.78 0.04 4.36 0.00 10.92 1.11 0.01 3.63 0.04 4.12 0.00 11.35 1.14 0.01 3.49 0.04 3.90 0.00

Page 258: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 209 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 1.12 0.03 3.67 0.07 4.58 0.00 7.90 1.01 0.02 3.44 0.06 4.27 0.00 8.33 0.93 0.02 3.22 0.05 3.97 0.00 8.76 0.86 0.02 3.01 0.05 3.70 0.00 9.20 0.81 0.02 2.83 0.05 3.44 0.00 9.63 0.78 0.02 2.66 0.04 3.21 0.00 10.06 0.74 0.02 2.50 0.04 2.99 0.00 10.49 0.72 0.01 2.35 0.04 2.80 0.00 10.92 0.69 0.01 2.22 0.03 2.62 0.00 11.35 0.67 0.01 2.10 0.03 2.46 0.00

Page 259: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 210 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.56 3.13 7.26 8.32 8.62 3.56 7.90 1.44 2.99 7.16 8.05 8.30 3.49 8.33 1.38 2.87 7.06 7.75 7.95 3.40 8.76 1.37 2.77 6.95 7.44 7.60 3.30 9.20 1.41 2.69 6.85 7.13 7.25 3.18 9.63 1.49 2.64 6.75 6.83 6.92 3.07 10.06 1.58 2.60 6.66 6.53 6.60 2.95 10.49 1.68 2.57 6.57 6.24 6.30 2.84 10.92 1.79 2.57 6.49 5.97 6.01 2.73 11.35 1.90 2.57 6.42 5.71 5.74 2.62

Page 260: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 211 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.31 2.38 5.22 5.97 6.31 2.57 7.90 1.19 2.22 4.97 5.61 5.91 2.44 8.33 1.11 2.07 4.73 5.27 5.53 2.31 8.76 1.05 1.95 4.51 4.94 5.17 2.17 9.20 1.01 1.84 4.30 4.64 4.84 2.05 9.63 0.99 1.74 4.11 4.36 4.53 1.93 10.06 0.97 1.66 3.93 4.09 4.25 1.82 10.49 0.96 1.58 3.76 3.85 3.99 1.72 10.92 0.96 1.52 3.60 3.63 3.76 1.62 11.35 0.96 1.46 3.46 3.42 3.54 1.53

Page 261: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 212 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 1.17 1.93 4.00 4.53 4.91 1.98 7.90 1.06 1.77 3.71 4.17 4.51 1.84 8.33 0.97 1.63 3.46 3.85 4.16 1.70 8.76 0.90 1.51 3.22 3.56 3.84 1.58 9.20 0.84 1.41 3.01 3.31 3.56 1.47 9.63 0.79 1.31 2.82 3.07 3.31 1.36 10.06 0.75 1.22 2.64 2.86 3.08 1.27 10.49 0.71 1.15 2.48 2.67 2.87 1.19 10.92 0.67 1.08 2.34 2.50 2.68 1.11 11.35 0.64 1.01 2.20 2.34 2.50 1.04

Page 262: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 213 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 0.03 7.89 5.43 24.72 0.05 0.11 7.90 0.03 7.18 5.47 22.90 0.05 0.10 8.33 0.03 6.59 5.50 21.30 0.04 0.10 8.76 0.03 6.09 5.52 19.86 0.04 0.09 9.20 0.03 5.67 5.54 18.54 0.04 0.08 9.63 0.03 5.31 5.55 17.34 0.04 0.08 10.06 0.03 5.01 5.56 16.24 0.03 0.07 10.49 0.03 4.77 5.56 15.24 0.03 0.07 10.92 0.03 4.58 5.57 14.32 0.03 0.07 11.35 0.03 4.43 5.57 13.48 0.03 0.06

Page 263: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 214 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.03 7.24 3.85 20.71 0.05 0.09 7.90 0.03 6.60 3.72 18.99 0.05 0.08 8.33 0.02 6.05 3.60 17.49 0.04 0.08 8.76 0.02 5.57 3.47 16.15 0.04 0.07 9.20 0.02 5.14 3.36 14.94 0.04 0.06 9.63 0.02 4.76 3.24 13.85 0.03 0.06 10.06 0.02 4.42 3.14 12.86 0.03 0.06 10.49 0.02 4.12 3.03 11.96 0.03 0.05 10.92 0.02 3.85 2.94 11.15 0.03 0.05 11.35 0.02 3.61 2.84 10.41 0.02 0.05

Page 264: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 215 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.02 6.96 2.92 18.42 0.05 0.08 7.90 0.02 6.34 2.74 16.82 0.05 0.07 8.33 0.02 5.81 2.57 15.42 0.04 0.07 8.76 0.02 5.33 2.41 14.18 0.04 0.06 9.20 0.02 4.90 2.27 13.07 0.04 0.06 9.63 0.02 4.52 2.14 12.07 0.03 0.05 10.06 0.01 4.18 2.02 11.17 0.03 0.05 10.49 0.01 3.87 1.91 10.36 0.03 0.04 10.92 0.01 3.59 1.80 9.63 0.03 0.04 11.35 0.01 3.35 1.70 8.96 0.02 0.04

Page 265: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 216 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.58 2.67 6.70 8.21 8.58 3.57 7.90 1.45 2.59 6.70 7.95 8.26 3.50 8.33 1.39 2.52 6.66 7.67 7.92 3.41 8.76 1.38 2.46 6.62 7.36 7.58 3.30 9.20 1.42 2.42 6.56 7.06 7.23 3.19 9.63 1.49 2.40 6.50 6.76 6.90 3.07 10.06 1.59 2.39 6.44 6.47 6.59 2.96 10.49 1.69 2.40 6.38 6.19 6.28 2.84 10.92 1.79 2.41 6.33 5.92 6.00 2.73 11.35 1.90 2.43 6.27 5.66 5.72 2.62

Page 266: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 217 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.32 1.97 4.71 5.89 6.28 2.58 7.90 1.20 1.85 4.53 5.54 5.88 2.45 8.33 1.12 1.74 4.35 5.20 5.50 2.31 8.76 1.06 1.65 4.18 4.88 5.15 2.18 9.20 1.02 1.57 4.01 4.58 4.82 2.05 9.63 0.99 1.50 3.84 4.30 4.52 1.94 10.06 0.98 1.44 3.69 4.04 4.24 1.82 10.49 0.97 1.38 3.55 3.81 3.98 1.72 10.92 0.96 1.34 3.41 3.58 3.74 1.62 11.35 0.96 1.30 3.28 3.38 3.52 1.53

Page 267: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 218 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 1.18 1.59 3.50 4.46 4.88 1.99 7.90 1.07 1.46 3.28 4.11 4.49 1.85 8.33 0.98 1.35 3.07 3.80 4.14 1.71 8.76 0.91 1.25 2.87 3.51 3.82 1.59 9.20 0.85 1.16 2.69 3.26 3.54 1.47 9.63 0.80 1.09 2.53 3.03 3.29 1.37 10.06 0.75 1.02 2.38 2.82 3.06 1.28 10.49 0.71 0.96 2.24 2.63 2.85 1.19 10.92 0.68 0.90 2.11 2.46 2.66 1.11 11.35 0.64 0.85 2.00 2.31 2.49 1.04

Page 268: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 219 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 0.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 86 0.00 0 0.02 174 0.00 0 0.00 90 0.00 0 0.1795 35.00 0.00 87 0.00 0 0.03 172 0.00 0 0.01 90 0.00 0 0.2094 30.00 0.01 87 0.00 0 0.04 169 0.00 0 0.01 90 0.00 0 0.2513 25.00 0.01 87 0.00 0 0.06 165 0.00 0 0.02 90 0.00 0 0.2992 21.00 0.02 88 0.00 0 0.09 159 0.00 0 0.05 90 0.00 0 0.3142 20.00 0.03 88 0.00 0 0.10 157 0.00 0 0.06 90 0.00 0 0.3307 19.00 0.04 88 0.00 0 0.12 155 0.00 0 0.07 90 0.00 0 0.3491 18.00 0.04 88 0.00 0 0.13 152 0.00 0 0.09 90 0.00 0 0.3696 17.00 0.05 88 0.00 0 0.15 149 0.00 0 0.11 90 0.00 0 0.3927 16.00 0.07 88 0.00 0 0.17 146 0.00 0 0.14 90 0.00 0 0.4189 15.00 0.09 88 0.00 0 0.20 142 0.00 0 0.18 90 0.00 0 0.4488 14.00 0.12 88 0.00 0 0.24 137 0.00 -89 0.23 90 0.00 0 0.4833 13.00 0.16 88 0.00 89 0.29 132 0.00 -90 0.31 89 0.00 0 0.5236 12.00 0.21 88 0.00 89 0.35 126 0.00 -91 0.41 89 0.00 0 0.5712 11.00 0.29 87 0.00 87 0.44 119 0.00 -93 0.56 88 0.00 89 0.6283 10.00 0.40 86 0.00 84 0.54 110 0.00 -96 0.75 87 0.00 88 0.6981 9.00 0.52 84 0.00 78 0.63 101 0.01 -102 0.95 85 0.00 87 0.7854 8.00 0.58 84 0.01 67 0.60 91 0.01 -114 1.01 84 0.00 87 0.8976 7.00 0.45 103 0.02 34 0.33 105 0.03 -148 0.72 104 0.00 96 1.0472 6.00 0.41 166 0.01 20 0.34 -177 0.01 -162 0.68 172 0.00 180 1.2566 5.00 0.34 -88 0.00 104 0.27 -86 0.01 -78 0.54 -87 0.00 -75 1.5708 4.00 0.25 135 0.00 -34 0.18 148 0.00 142 0.37 138 0.00 0 2.0944 3.00 0.20 -128 0.00 52 0.16 -140 0.00 -129 0.27 -128 0.00 0

Page 269: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 220 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 45.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 86 0.00 114 0.02 175 0.00 -89 0.00 90 0.00 1 0.1795 35.00 0.00 86 0.00 115 0.03 174 0.00 -89 0.00 90 0.00 1 0.2094 30.00 0.00 87 0.01 117 0.04 172 0.01 -89 0.01 90 0.00 1 0.2513 25.00 0.01 88 0.01 119 0.06 169 0.02 -89 0.02 90 0.01 1 0.2992 21.00 0.02 88 0.02 120 0.09 165 0.04 -89 0.03 90 0.02 1 0.3142 20.00 0.02 88 0.03 120 0.10 163 0.04 -89 0.04 90 0.02 1 0.3307 19.00 0.02 88 0.04 121 0.11 162 0.05 -89 0.05 90 0.03 1 0.3491 18.00 0.03 88 0.04 121 0.13 160 0.07 -89 0.06 90 0.03 1 0.3696 17.00 0.04 88 0.05 121 0.14 157 0.08 -89 0.08 90 0.04 1 0.3927 16.00 0.05 88 0.07 121 0.16 155 0.10 -89 0.10 90 0.05 1 0.4189 15.00 0.06 88 0.09 121 0.19 151 0.13 -89 0.13 90 0.07 1 0.4488 14.00 0.08 88 0.11 121 0.22 148 0.18 -89 0.17 90 0.09 1 0.4833 13.00 0.11 88 0.15 121 0.27 143 0.24 -89 0.23 90 0.11 1 0.5236 12.00 0.15 88 0.20 121 0.32 138 0.32 -90 0.31 89 0.15 1 0.5712 11.00 0.22 88 0.27 120 0.40 131 0.44 -90 0.44 89 0.20 1 0.6283 10.00 0.31 86 0.37 119 0.51 124 0.62 -90 0.62 87 0.27 1 0.6981 9.00 0.45 84 0.50 116 0.66 114 0.87 -92 0.88 85 0.35 2 0.7854 8.00 0.62 80 0.64 109 0.82 102 1.19 -97 1.19 80 0.45 6 0.8976 7.00 0.73 75 0.35 95 0.89 88 0.99 -122 1.39 74 0.53 12 1.0472 6.00 0.48 80 0.66 160 0.50 78 0.83 -49 0.89 76 0.46 24 1.2566 5.00 0.25 164 0.23 -169 0.18 169 0.37 31 0.38 164 0.00 107 1.5708 4.00 0.06 5 0.26 36 0.05 20 0.29 -148 0.09 0 0.13 -120 2.0944 3.00 0.03 136 0.05 73 0.02 116 0.19 -136 0.05 135 0.06 25

Page 270: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 221 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 0 0.00 90 0.02 -179 0.00 -89 0.00 0 0.00 0 0.1795 35.00 0.00 0 0.01 90 0.03 -179 0.01 -89 0.00 0 0.00 0 0.2094 30.00 0.00 0 0.01 90 0.04 -179 0.01 -89 0.00 0 0.00 0 0.2513 25.00 0.00 0 0.02 90 0.06 -179 0.03 -89 0.00 0 0.00 0 0.2992 21.00 0.00 0 0.03 90 0.09 -179 0.05 -89 0.00 0 0.00 90 0.3142 20.00 0.00 0 0.04 89 0.10 -179 0.06 -89 0.00 0 0.00 90 0.3307 19.00 0.00 0 0.04 89 0.11 -179 0.08 -89 0.00 0 0.00 90 0.3491 18.00 0.00 0 0.06 89 0.12 -179 0.09 -89 0.00 0 0.00 90 0.3696 17.00 0.00 0 0.07 89 0.14 -179 0.12 -89 0.00 0 0.00 90 0.3927 16.00 0.00 3 0.09 89 0.15 -179 0.15 -89 0.00 0 0.00 90 0.4189 15.00 0.00 3 0.11 89 0.18 -179 0.20 -89 0.00 0 0.00 90 0.4488 14.00 0.00 4 0.15 89 0.20 180 0.27 -89 0.00 0 0.00 90 0.4833 13.00 0.00 5 0.20 89 0.24 180 0.36 -89 0.00 0 0.00 90 0.5236 12.00 0.00 6 0.28 89 0.28 180 0.51 -90 0.00 0 0.00 90 0.5712 11.00 0.00 6 0.42 89 0.33 179 0.75 -90 0.00 36 0.00 90 0.6283 10.00 0.00 5 0.65 88 0.41 178 1.16 -91 0.00 16 0.01 90 0.6981 9.00 0.00 -2 1.10 84 0.51 176 1.94 -94 0.00 -3 0.01 87 0.7854 8.00 0.01 -22 2.17 73 0.65 170 3.76 -105 0.01 -31 0.02 79 0.8976 7.00 0.02 -69 4.46 30 0.75 155 7.47 -147 0.03 -82 0.03 40 1.0472 6.00 0.02 -139 3.23 -22 0.58 142 5.11 157 0.04 -153 0.02 -10 1.2566 5.00 0.01 -163 1.59 -10 0.29 159 2.24 167 0.02 -174 0.00 15 1.5708 4.00 0.00 -127 0.76 51 0.12 -132 0.75 -135 0.01 -128 0.00 -87 2.0944 3.00 0.00 29 0.16 -103 0.03 28 0.54 118 0.01 28 0.07 -15

Page 271: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 222 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 135.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -85 0.00 66 0.02 -174 0.00 -89 0.00 -89 0.00 180 0.1795 35.00 0.00 -85 0.00 64 0.03 -173 0.00 -89 0.00 -89 0.00 180 0.2094 30.00 0.00 -86 0.01 63 0.04 -171 0.01 -89 0.01 -89 0.00 179 0.2513 25.00 0.01 -87 0.01 61 0.06 -168 0.02 -89 0.02 -89 0.01 179 0.2992 21.00 0.02 -87 0.02 59 0.09 -164 0.04 -89 0.03 -89 0.02 179 0.3142 20.00 0.02 -87 0.03 59 0.10 -162 0.04 -89 0.04 -89 0.02 179 0.3307 19.00 0.02 -87 0.04 59 0.11 -161 0.05 -89 0.05 -89 0.03 179 0.3491 18.00 0.03 -87 0.04 58 0.13 -159 0.07 -89 0.06 -89 0.03 179 0.3696 17.00 0.04 -87 0.05 58 0.14 -156 0.08 -89 0.08 -89 0.04 179 0.3927 16.00 0.05 -87 0.07 58 0.16 -154 0.10 -89 0.10 -89 0.05 179 0.4189 15.00 0.06 -87 0.09 58 0.19 -151 0.13 -89 0.13 -89 0.07 179 0.4488 14.00 0.08 -88 0.11 58 0.22 -147 0.18 -89 0.17 -89 0.09 179 0.4833 13.00 0.11 -88 0.15 58 0.27 -143 0.23 -89 0.23 -89 0.11 179 0.5236 12.00 0.15 -88 0.20 58 0.33 -137 0.32 -89 0.31 -89 0.15 179 0.5712 11.00 0.22 -89 0.27 59 0.41 -132 0.44 -89 0.44 -90 0.20 180 0.6283 10.00 0.31 -90 0.38 59 0.53 -125 0.61 -90 0.62 -91 0.27 180 0.6981 9.00 0.45 -92 0.53 60 0.71 -120 0.86 -91 0.88 -93 0.35 -178 0.7854 8.00 0.62 -97 0.75 58 0.94 -116 1.16 -96 1.20 -97 0.45 -175 0.8976 7.00 0.72 -102 0.78 38 1.09 -113 0.92 -117 1.40 -103 0.52 -168 1.0472 6.00 0.47 -95 0.48 96 0.75 -101 0.86 -48 0.90 -100 0.46 -157 1.2566 5.00 0.25 -13 0.23 -166 0.36 -15 0.38 32 0.40 -13 0.01 124 1.5708 4.00 0.07 -172 0.11 2 0.09 170 0.30 -144 0.10 -179 0.13 58 2.0944 3.00 0.04 -28 0.13 38 0.05 -30 0.21 -138 0.06 -31 0.07 -166

Page 272: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 223 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -85 0.00 0 0.02 -173 0.00 0 0.00 -89 0.00 0 0.1795 35.00 0.00 -86 0.00 0 0.03 -171 0.00 0 0.01 -89 0.00 0 0.2094 30.00 0.01 -86 0.00 0 0.04 -168 0.00 0 0.01 -89 0.00 0 0.2513 25.00 0.01 -86 0.00 0 0.06 -164 0.00 0 0.02 -89 0.00 0 0.2992 21.00 0.02 -87 0.00 0 0.09 -158 0.00 0 0.05 -89 0.00 0 0.3142 20.00 0.03 -87 0.00 0 0.10 -156 0.00 0 0.06 -89 0.00 0 0.3307 19.00 0.04 -87 0.00 0 0.12 -154 0.00 0 0.07 -89 0.00 0 0.3491 18.00 0.04 -87 0.00 0 0.13 -151 0.00 0 0.09 -89 0.00 0 0.3696 17.00 0.05 -87 0.00 0 0.15 -148 0.00 0 0.11 -89 0.00 0 0.3927 16.00 0.07 -87 0.00 0 0.17 -145 0.00 0 0.14 -89 0.00 0 0.4189 15.00 0.09 -87 0.00 0 0.20 -141 0.00 0 0.18 -89 0.00 0 0.4488 14.00 0.12 -87 0.00 0 0.24 -136 0.00 89 0.23 -89 0.00 0 0.4833 13.00 0.16 -88 0.00 -90 0.29 -131 0.00 89 0.31 -89 0.00 0 0.5236 12.00 0.21 -88 0.00 -90 0.36 -126 0.00 88 0.41 -89 0.00 0 0.5712 11.00 0.29 -88 0.00 -92 0.45 -119 0.00 87 0.56 -90 0.00 -89 0.6283 10.00 0.40 -90 0.00 -94 0.58 -112 0.00 84 0.75 -91 0.00 -90 0.6981 9.00 0.52 -92 0.00 -100 0.73 -106 0.01 78 0.95 -93 0.00 -91 0.7854 8.00 0.58 -92 0.01 -110 0.81 -98 0.01 67 1.02 -93 0.00 -90 0.8976 7.00 0.45 -73 0.02 -143 0.68 -73 0.03 34 0.74 -72 0.00 -81 1.0472 6.00 0.40 -10 0.01 -158 0.63 -11 0.01 18 0.69 -6 0.00 2 1.2566 5.00 0.34 94 0.00 -72 0.48 94 0.01 104 0.54 95 0.00 107 1.5708 4.00 0.24 -39 0.00 149 0.34 -43 0.00 -33 0.37 -37 0.00 0 2.0944 3.00 0.16 61 0.00 -114 0.20 75 0.00 63 0.23 64 0.00 0

Page 273: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 224 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 225.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -85 0.00 -113 0.02 -174 0.00 90 0.00 -89 0.00 0 0.1795 35.00 0.00 -85 0.00 -115 0.03 -173 0.00 90 0.00 -89 0.00 0 0.2094 30.00 0.00 -86 0.01 -116 0.04 -171 0.01 90 0.01 -89 0.00 0 0.2513 25.00 0.01 -87 0.01 -118 0.06 -168 0.02 90 0.02 -89 0.01 0 0.2992 21.00 0.02 -87 0.02 -120 0.09 -164 0.04 90 0.03 -89 0.02 0 0.3142 20.00 0.02 -87 0.03 -120 0.10 -162 0.04 90 0.04 -89 0.02 0 0.3307 19.00 0.02 -87 0.04 -120 0.11 -161 0.05 90 0.05 -89 0.03 0 0.3491 18.00 0.03 -87 0.04 -121 0.13 -159 0.07 90 0.06 -89 0.03 0 0.3696 17.00 0.04 -87 0.05 -121 0.14 -156 0.08 90 0.08 -89 0.04 0 0.3927 16.00 0.05 -87 0.07 -121 0.16 -154 0.10 90 0.10 -89 0.05 0 0.4189 15.00 0.06 -87 0.09 -121 0.19 -151 0.13 90 0.13 -89 0.07 0 0.4488 14.00 0.08 -88 0.11 -121 0.22 -147 0.18 90 0.17 -89 0.09 0 0.4833 13.00 0.11 -88 0.15 -121 0.27 -143 0.24 90 0.23 -89 0.11 0 0.5236 12.00 0.15 -88 0.20 -121 0.33 -137 0.32 90 0.31 -89 0.15 0 0.5712 11.00 0.22 -89 0.27 -120 0.41 -132 0.44 90 0.44 -90 0.20 0 0.6283 10.00 0.31 -90 0.38 -119 0.53 -125 0.62 89 0.62 -91 0.27 0 0.6981 9.00 0.45 -92 0.54 -119 0.72 -120 0.87 88 0.88 -93 0.35 1 0.7854 8.00 0.62 -97 0.77 -121 0.94 -116 1.19 82 1.20 -97 0.45 4 0.8976 7.00 0.72 -102 0.84 -143 1.08 -113 0.98 57 1.40 -103 0.52 11 1.0472 6.00 0.48 -95 0.46 -83 0.75 -101 0.83 132 0.90 -100 0.46 22 1.2566 5.00 0.25 -13 0.23 13 0.36 -15 0.37 -146 0.40 -13 0.01 -53 1.5708 4.00 0.07 -172 0.11 -177 0.09 170 0.30 35 0.10 -179 0.13 -121 2.0944 3.00 0.04 -27 0.13 -142 0.05 -30 0.21 41 0.06 -31 0.07 13

Page 274: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 225 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 270.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 0 0.00 -89 0.02 -179 0.00 90 0.00 0 0.00 0 0.1795 35.00 0.00 0 0.01 -89 0.03 -179 0.01 90 0.00 0 0.00 0 0.2094 30.00 0.00 0 0.01 -89 0.04 -179 0.01 90 0.00 0 0.00 0 0.2513 25.00 0.00 0 0.02 -89 0.06 -179 0.03 90 0.00 0 0.00 0 0.2992 21.00 0.00 0 0.03 -89 0.09 -179 0.05 90 0.00 0 0.00 -89 0.3142 20.00 0.00 0 0.04 -90 0.10 -179 0.06 90 0.00 0 0.00 -89 0.3307 19.00 0.00 0 0.04 -90 0.11 -179 0.08 90 0.00 0 0.00 -89 0.3491 18.00 0.00 0 0.06 -90 0.12 -179 0.09 90 0.00 0 0.00 -89 0.3696 17.00 0.00 0 0.07 -90 0.14 -179 0.12 90 0.00 0 0.00 -89 0.3927 16.00 0.00 -2 0.09 -90 0.15 -179 0.15 90 0.00 0 0.00 -89 0.4189 15.00 0.00 -2 0.11 -90 0.18 -179 0.20 90 0.00 0 0.00 -89 0.4488 14.00 0.00 -3 0.15 -90 0.20 180 0.27 90 0.00 0 0.00 -89 0.4833 13.00 0.00 -4 0.20 -90 0.24 180 0.36 90 0.00 0 0.00 -89 0.5236 12.00 0.00 -6 0.28 -90 0.28 180 0.51 89 0.00 0 0.00 -89 0.5712 11.00 0.00 -9 0.42 -90 0.33 179 0.75 89 0.00 -58 0.00 -89 0.6283 10.00 0.00 -15 0.65 -91 0.41 179 1.16 88 0.00 -52 0.01 -89 0.6981 9.00 0.00 -28 1.10 -95 0.51 176 1.94 85 0.00 -59 0.01 -92 0.7854 8.00 0.01 -53 2.17 -106 0.66 170 3.76 74 0.01 -82 0.02 -100 0.8976 7.00 0.01 -96 4.46 -149 0.76 155 7.47 32 0.02 -123 0.03 -139 1.0472 6.00 0.01 -138 3.23 157 0.58 141 5.11 -22 0.02 -158 0.02 169 1.2566 5.00 0.01 -167 1.59 169 0.29 158 2.24 -12 0.01 180 0.00 -164 1.5708 4.00 0.00 -129 0.76 -128 0.12 -132 0.75 44 0.01 -128 0.00 92 2.0944 3.00 0.00 25 0.16 76 0.03 27 0.54 -61 0.01 23 0.07 164

Page 275: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 226 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 315.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 86 0.00 -65 0.02 175 0.00 90 0.00 90 0.00 -179 0.1795 35.00 0.00 86 0.00 -64 0.03 174 0.00 90 0.00 90 0.00 -179 0.2094 30.00 0.00 87 0.01 -62 0.04 172 0.01 90 0.01 90 0.00 -178 0.2513 25.00 0.01 88 0.01 -60 0.06 169 0.02 90 0.02 90 0.01 -178 0.2992 21.00 0.02 88 0.02 -59 0.09 165 0.04 90 0.03 90 0.02 -178 0.3142 20.00 0.02 88 0.03 -58 0.10 163 0.04 90 0.04 90 0.02 -178 0.3307 19.00 0.02 88 0.04 -58 0.11 162 0.05 90 0.05 90 0.03 -178 0.3491 18.00 0.03 88 0.04 -58 0.13 160 0.07 90 0.06 90 0.03 -178 0.3696 17.00 0.04 88 0.05 -58 0.14 157 0.08 90 0.08 90 0.04 -178 0.3927 16.00 0.05 88 0.07 -58 0.16 155 0.10 90 0.10 90 0.05 -178 0.4189 15.00 0.06 88 0.09 -58 0.19 151 0.13 90 0.13 90 0.07 -178 0.4488 14.00 0.08 88 0.11 -58 0.22 148 0.18 90 0.17 90 0.09 -178 0.4833 13.00 0.11 88 0.15 -58 0.27 143 0.23 90 0.23 90 0.11 -178 0.5236 12.00 0.15 88 0.20 -58 0.32 138 0.32 89 0.31 89 0.15 -178 0.5712 11.00 0.22 88 0.27 -59 0.40 131 0.44 89 0.44 89 0.20 -178 0.6283 10.00 0.31 86 0.37 -60 0.51 124 0.61 89 0.62 87 0.27 -178 0.6981 9.00 0.45 84 0.50 -62 0.66 114 0.86 88 0.88 85 0.35 -177 0.7854 8.00 0.62 80 0.62 -68 0.82 103 1.16 82 1.19 81 0.45 -173 0.8976 7.00 0.73 75 0.36 -74 0.89 88 0.94 62 1.39 74 0.53 -167 1.0472 6.00 0.48 80 0.67 -20 0.50 78 0.86 129 0.89 76 0.46 -155 1.2566 5.00 0.25 164 0.23 10 0.18 169 0.37 -149 0.38 164 0.00 -76 1.5708 4.00 0.06 6 0.26 -143 0.05 20 0.29 31 0.09 0 0.13 59 2.0944 3.00 0.03 135 0.05 -105 0.02 116 0.19 43 0.05 135 0.06 -154

Page 276: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 227 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 2.40 0.04 2.81 0.06 4.29 0.00 7.90 2.24 0.03 2.69 0.05 4.02 0.00 8.33 2.08 0.03 2.56 0.05 3.74 0.00 8.76 1.93 0.03 2.43 0.05 3.49 0.00 9.20 1.79 0.03 2.30 0.04 3.25 0.00 9.63 1.67 0.02 2.17 0.04 3.03 0.00 10.06 1.56 0.02 2.05 0.04 2.83 0.00 10.49 1.45 0.02 1.95 0.03 2.65 0.00 10.92 1.36 0.02 1.84 0.03 2.48 0.00 11.35 1.28 0.02 1.75 0.03 2.33 0.00

Page 277: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 228 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 2.38 2.42 3.30 4.27 4.59 1.87 7.90 2.18 2.24 3.09 3.94 4.23 1.74 8.33 2.01 2.07 2.90 3.64 3.90 1.61 8.76 1.86 1.92 2.72 3.37 3.61 1.50 9.20 1.72 1.78 2.55 3.13 3.34 1.39 9.63 1.60 1.66 2.40 2.91 3.11 1.29 10.06 1.49 1.55 2.26 2.71 2.89 1.21 10.49 1.39 1.45 2.13 2.53 2.70 1.13 10.92 1.29 1.35 2.01 2.37 2.52 1.05 11.35 1.21 1.27 1.90 2.22 2.36 0.99

Page 278: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 229 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 0.05 10.27 2.73 17.17 0.08 0.08 7.90 0.04 9.38 2.56 15.68 0.07 0.07 8.33 0.04 8.61 2.41 14.40 0.07 0.06 8.76 0.04 7.92 2.27 13.25 0.06 0.06 9.20 0.03 7.30 2.14 12.22 0.06 0.05 9.63 0.03 6.74 2.02 11.30 0.05 0.05 10.06 0.03 6.24 1.90 10.46 0.05 0.05 10.49 0.03 5.79 1.80 9.71 0.04 0.04 10.92 0.03 5.38 1.70 9.02 0.04 0.04 11.35 0.02 5.01 1.61 8.41 0.04 0.04

Page 279: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 230 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 2.37 2.74 3.76 4.19 4.61 1.86 7.90 2.18 2.53 3.49 3.87 4.25 1.73 8.33 2.00 2.34 3.25 3.57 3.92 1.61 8.76 1.85 2.17 3.04 3.31 3.62 1.49 9.20 1.72 2.01 2.84 3.07 3.36 1.38 9.63 1.59 1.87 2.66 2.86 3.12 1.29 10.06 1.48 1.74 2.50 2.66 2.90 1.20 10.49 1.38 1.63 2.35 2.49 2.71 1.12 10.92 1.29 1.52 2.21 2.33 2.53 1.05 11.35 1.21 1.43 2.09 2.18 2.37 0.98

Page 280: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 231 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 2.39 0.04 3.45 0.06 4.31 0.00 7.90 2.23 0.03 3.24 0.06 4.04 0.00 8.33 2.07 0.03 3.04 0.05 3.76 0.00 8.76 1.92 0.03 2.85 0.05 3.50 0.00 9.20 1.79 0.03 2.68 0.04 3.26 0.00 9.63 1.66 0.02 2.52 0.04 3.04 0.00 10.06 1.55 0.02 2.37 0.04 2.84 0.00 10.49 1.45 0.02 2.23 0.03 2.66 0.00 10.92 1.36 0.02 2.11 0.03 2.49 0.00 11.35 1.27 0.02 1.99 0.03 2.34 0.00

Page 281: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 232 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 2.37 2.81 3.76 4.27 4.62 1.86 7.90 2.18 2.59 3.50 3.93 4.25 1.73 8.33 2.01 2.40 3.26 3.63 3.92 1.60 8.76 1.85 2.22 3.04 3.36 3.62 1.49 9.20 1.72 2.06 2.84 3.12 3.36 1.38 9.63 1.59 1.92 2.67 2.90 3.12 1.29 10.06 1.48 1.79 2.50 2.71 2.90 1.20 10.49 1.38 1.67 2.35 2.53 2.71 1.12 10.92 1.29 1.56 2.21 2.36 2.53 1.05 11.35 1.21 1.46 2.09 2.21 2.37 0.98

Page 282: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 233 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 0.03 10.27 2.74 17.17 0.05 0.08 7.90 0.03 9.38 2.58 15.69 0.04 0.07 8.33 0.03 8.61 2.42 14.40 0.04 0.06 8.76 0.02 7.92 2.28 13.25 0.04 0.06 9.20 0.02 7.30 2.15 12.22 0.03 0.05 9.63 0.02 6.74 2.03 11.30 0.03 0.05 10.06 0.02 6.24 1.91 10.46 0.03 0.05 10.49 0.02 5.79 1.81 9.71 0.03 0.04 10.92 0.02 5.38 1.71 9.02 0.02 0.04 11.35 0.01 5.01 1.62 8.41 0.02 0.04

Page 283: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 234 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at COG of Cargo ID = 3 Name = Flare * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *CC03 On Body MODEL At X = -39.9 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 2.37 2.40 3.29 4.20 4.59 1.87 7.90 2.18 2.22 3.09 3.88 4.22 1.74 8.33 2.01 2.06 2.89 3.58 3.90 1.61 8.76 1.86 1.91 2.72 3.32 3.60 1.50 9.20 1.72 1.77 2.55 3.08 3.34 1.39 9.63 1.60 1.65 2.40 2.86 3.10 1.29 10.06 1.48 1.54 2.26 2.67 2.89 1.21 10.49 1.38 1.44 2.13 2.49 2.69 1.13 10.92 1.29 1.35 2.01 2.33 2.52 1.05 11.35 1.21 1.26 1.90 2.18 2.36 0.99

Page 284: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 235 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 0.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 1.114 90 0.000 0 1.087 23 0.000 0 0.169 -89 0.000 0 0.1795 35.00 1.036 90 0.000 0 1.129 28 0.000 0 0.208 -89 0.000 0 0.2094 30.00 0.971 90 0.000 0 1.212 35 0.000 0 0.272 -89 0.000 0 0.2513 25.00 0.912 90 0.000 0 1.390 45 0.000 0 0.384 -89 0.000 0 0.2992 21.00 0.849 91 0.001 -89 1.686 55 0.000 0 0.541 -89 0.000 0 0.3142 20.00 0.827 91 0.001 -89 1.797 57 0.000 0 0.595 -89 0.000 0 0.3307 19.00 0.801 91 0.001 -89 1.929 60 0.000 0 0.657 -89 0.000 0 0.3491 18.00 0.771 91 0.001 -89 2.086 63 0.001 91 0.730 -89 0.000 0 0.3696 17.00 0.734 91 0.001 -89 2.274 65 0.001 90 0.814 -89 0.000 0 0.3927 16.00 0.690 91 0.001 -89 2.498 68 0.001 90 0.913 -89 0.000 0 0.4189 15.00 0.635 91 0.002 -89 2.767 71 0.001 90 1.029 -89 0.001 -89 0.4488 14.00 0.567 91 0.002 -89 3.088 73 0.002 90 1.166 -89 0.001 -89 0.4833 13.00 0.482 91 0.002 -89 3.470 76 0.002 89 1.325 -90 0.001 -89 0.5236 12.00 0.375 92 0.003 -89 3.915 78 0.003 88 1.509 -90 0.001 -90 0.5712 11.00 0.240 93 0.003 -90 4.411 80 0.005 86 1.708 -91 0.001 -90 0.6283 10.00 0.074 100 0.004 -91 4.882 81 0.008 83 1.891 -92 0.001 -91 0.6981 9.00 0.116 -100 0.006 -95 5.062 81 0.013 77 1.948 -94 0.001 -92 0.7854 8.00 0.256 -96 0.008 -103 4.325 82 0.022 65 1.637 -95 0.001 -92 0.8976 7.00 0.244 -78 0.010 -134 2.482 104 0.035 31 0.896 -75 0.000 0 1.0472 6.00 0.188 -18 0.003 -149 1.698 170 0.012 17 0.620 -7 0.000 0 1.2566 5.00 0.133 91 0.001 -70 0.928 -87 0.004 101 0.341 92 0.000 0 1.5708 4.00 0.070 -45 0.000 0 0.406 136 0.001 -37 0.148 -41 0.000 0 2.0944 3.00 0.034 50 0.000 0 0.163 -125 0.000 0 0.061 51 0.000 0

Page 285: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 236 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 45.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.789 89 0.777 104 1.054 19 0.122 90 0.119 -89 0.073 -178 0.1795 35.00 0.734 89 0.733 107 1.082 23 0.151 90 0.147 -89 0.085 -178 0.2094 30.00 0.689 88 0.708 112 1.135 29 0.198 90 0.193 -89 0.106 -178 0.2513 25.00 0.650 87 0.717 121 1.256 38 0.280 90 0.273 -89 0.147 -178 0.2992 21.00 0.610 86 0.768 132 1.466 48 0.396 90 0.385 -89 0.204 -178 0.3142 20.00 0.596 85 0.792 136 1.547 50 0.437 90 0.424 -89 0.224 -178 0.3307 19.00 0.580 84 0.823 139 1.646 53 0.484 90 0.470 -89 0.247 -178 0.3491 18.00 0.562 83 0.862 143 1.765 56 0.538 90 0.523 -89 0.273 -178 0.3696 17.00 0.540 82 0.911 148 1.910 59 0.603 90 0.585 -89 0.303 -178 0.3927 16.00 0.514 81 0.973 152 2.088 62 0.678 90 0.659 -89 0.338 -178 0.4189 15.00 0.482 79 1.051 156 2.307 65 0.769 90 0.747 -89 0.380 -178 0.4488 14.00 0.444 76 1.147 161 2.577 68 0.877 90 0.854 -89 0.427 -178 0.4833 13.00 0.397 73 1.265 165 2.912 71 1.007 90 0.984 -89 0.482 -178 0.5236 12.00 0.339 67 1.404 170 3.330 74 1.162 89 1.142 -90 0.545 -178 0.5712 11.00 0.272 56 1.562 174 3.850 76 1.347 89 1.336 -90 0.612 -178 0.6283 10.00 0.204 34 1.724 179 4.478 78 1.561 89 1.565 -92 0.679 -178 0.6981 9.00 0.175 -8 1.859 -174 5.150 78 1.786 87 1.802 -94 0.727 -177 0.7854 8.00 0.225 -48 1.941 -167 5.549 75 1.930 82 1.937 -99 0.732 -173 0.8976 7.00 0.263 -69 1.869 -163 4.820 70 1.231 57 1.726 -105 0.657 -167 1.0472 6.00 0.175 -61 1.002 -144 2.292 80 0.757 130 0.813 -103 0.419 -155 1.2566 5.00 0.095 -14 0.097 -6 0.711 167 0.233 -148 0.243 -15 0.003 -72 1.5708 4.00 0.028 -148 0.101 77 0.127 4 0.119 31 0.037 180 0.053 59 2.0944 3.00 0.008 -18 0.046 -147 0.033 118 0.042 43 0.011 -44 0.014 -154

Page 286: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 237 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.004 177 1.068 90 1.001 3 0.173 90 0.000 0 0.001 -89 0.1795 35.00 0.004 176 0.992 90 1.002 3 0.214 90 0.000 0 0.001 -89 0.2094 30.00 0.004 174 0.928 90 1.003 4 0.280 90 0.000 0 0.001 -89 0.2513 25.00 0.004 172 0.871 90 1.006 6 0.399 90 0.000 0 0.002 -89 0.2992 21.00 0.004 168 0.811 90 1.011 8 0.567 90 0.000 0 0.003 -89 0.3142 20.00 0.004 167 0.790 90 1.014 9 0.627 90 0.000 0 0.003 -89 0.3307 19.00 0.004 166 0.767 90 1.017 10 0.697 90 0.000 0 0.004 -89 0.3491 18.00 0.004 164 0.738 90 1.022 12 0.780 90 0.000 0 0.004 -89 0.3696 17.00 0.004 163 0.705 90 1.028 13 0.878 90 0.000 0 0.005 -89 0.3927 16.00 0.004 161 0.664 90 1.036 15 0.998 90 0.000 0 0.005 -89 0.4189 15.00 0.004 158 0.613 90 1.048 17 1.144 90 0.000 0 0.006 -89 0.4488 14.00 0.004 156 0.550 90 1.065 19 1.327 90 0.000 0 0.007 -89 0.4833 13.00 0.005 152 0.469 90 1.090 22 1.561 90 0.000 0 0.008 -89 0.5236 12.00 0.005 149 0.363 91 1.128 26 1.870 89 0.001 -114 0.010 -89 0.5712 11.00 0.005 145 0.216 92 1.190 30 2.298 89 0.001 -143 0.012 -89 0.6283 10.00 0.006 142 0.014 174 1.297 35 2.936 88 0.003 -163 0.014 -89 0.6981 9.00 0.008 137 0.353 -101 1.515 40 3.992 85 0.007 176 0.019 -92 0.7854 8.00 0.011 125 1.058 -109 2.017 41 6.105 74 0.017 148 0.027 -100 0.8976 7.00 0.016 87 2.393 -151 3.030 15 9.280 32 0.039 97 0.038 -139 1.0472 6.00 0.010 37 1.621 157 1.674 -30 4.664 -22 0.035 26 0.016 169 1.2566 5.00 0.003 28 0.665 171 0.517 -17 1.420 -12 0.012 5 0.002 -164 1.5708 4.00 0.001 30 0.242 -127 0.112 44 0.302 44 0.004 51 0.001 92 2.0944 3.00 0.004 -22 0.040 134 0.032 -60 0.123 -61 0.002 -151 0.015 164

Page 287: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 238 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 135.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.789 -91 0.777 76 1.036 -14 0.122 90 0.119 90 0.073 0 0.1795 35.00 0.734 -91 0.733 73 1.054 -18 0.151 90 0.147 90 0.085 0 0.2094 30.00 0.689 -92 0.708 68 1.090 -23 0.198 90 0.193 90 0.106 0 0.2513 25.00 0.649 -93 0.717 59 1.172 -31 0.280 90 0.273 90 0.147 0 0.2992 21.00 0.610 -95 0.769 48 1.320 -40 0.396 90 0.385 90 0.204 0 0.3142 20.00 0.596 -95 0.793 44 1.378 -43 0.436 90 0.424 90 0.224 0 0.3307 19.00 0.581 -96 0.823 41 1.450 -46 0.483 90 0.469 90 0.247 0 0.3491 18.00 0.562 -97 0.862 37 1.538 -49 0.538 90 0.523 90 0.273 0 0.3696 17.00 0.541 -98 0.911 33 1.646 -53 0.602 90 0.585 90 0.303 0 0.3927 16.00 0.515 -100 0.973 28 1.780 -56 0.677 90 0.659 90 0.338 0 0.4189 15.00 0.484 -102 1.051 24 1.947 -60 0.767 90 0.747 90 0.379 0 0.4488 14.00 0.446 -105 1.147 19 2.154 -63 0.874 90 0.854 90 0.427 0 0.4833 13.00 0.400 -109 1.264 15 2.414 -67 1.003 90 0.983 90 0.482 0 0.5236 12.00 0.345 -116 1.403 10 2.738 -70 1.157 90 1.142 90 0.545 0 0.5712 11.00 0.282 -127 1.560 6 3.140 -74 1.339 90 1.335 89 0.612 0 0.6283 10.00 0.222 -149 1.718 2 3.618 -79 1.548 89 1.565 88 0.678 0 0.6981 9.00 0.201 172 1.834 0 4.106 -84 1.761 88 1.805 86 0.726 1 0.7854 8.00 0.244 135 1.799 -2 4.367 -91 1.881 83 1.945 82 0.728 4 0.8976 7.00 0.272 115 1.484 6 4.013 -98 1.145 62 1.740 76 0.648 11 1.0472 6.00 0.181 123 1.177 12 1.845 -104 0.788 131 0.821 79 0.419 22 1.2566 5.00 0.095 166 0.109 -9 0.539 -17 0.242 -147 0.251 166 0.008 -55 1.5708 4.00 0.030 31 0.181 -130 0.072 171 0.122 35 0.042 0 0.055 -121 2.0944 3.00 0.010 167 0.031 -2 0.039 -14 0.047 41 0.014 148 0.015 13

Page 288: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 239 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 1.114 -89 0.000 0 1.087 -22 0.000 0 0.169 90 0.000 0 0.1795 35.00 1.036 -89 0.000 0 1.129 -27 0.000 0 0.208 90 0.000 0 0.2094 30.00 0.971 -89 0.000 0 1.212 -34 0.000 0 0.272 90 0.000 0 0.2513 25.00 0.912 -89 0.000 0 1.390 -44 0.000 0 0.384 90 0.000 0 0.2992 21.00 0.849 -90 0.001 90 1.686 -54 0.000 0 0.541 90 0.000 0 0.3142 20.00 0.827 -90 0.001 90 1.797 -56 0.000 0 0.595 90 0.000 0 0.3307 19.00 0.801 -90 0.001 90 1.929 -59 0.000 0 0.657 90 0.000 0 0.3491 18.00 0.771 -90 0.001 90 2.087 -62 0.001 -90 0.730 90 0.000 0 0.3696 17.00 0.734 -90 0.001 90 2.274 -64 0.001 -90 0.814 90 0.000 0 0.3927 16.00 0.690 -90 0.001 90 2.499 -67 0.001 -90 0.913 90 0.000 0 0.4189 15.00 0.635 -90 0.002 90 2.767 -70 0.001 -90 1.029 90 0.001 90 0.4488 14.00 0.567 -91 0.002 90 3.087 -72 0.002 -90 1.166 90 0.001 90 0.4833 13.00 0.483 -91 0.002 90 3.466 -75 0.002 -90 1.325 90 0.001 90 0.5236 12.00 0.376 -92 0.003 90 3.902 -78 0.003 -91 1.509 90 0.001 90 0.5712 11.00 0.242 -94 0.003 90 4.373 -81 0.005 -92 1.709 89 0.001 90 0.6283 10.00 0.078 -105 0.004 89 4.790 -84 0.008 -95 1.893 88 0.001 89 0.6981 9.00 0.111 96 0.006 86 4.873 -89 0.013 -101 1.954 86 0.001 88 0.7854 8.00 0.248 90 0.008 78 4.024 -91 0.022 -112 1.648 86 0.001 89 0.8976 7.00 0.236 105 0.010 47 2.112 -72 0.036 -145 0.913 107 0.000 0 1.0472 6.00 0.181 164 0.003 31 1.470 -4 0.013 -161 0.632 173 0.000 0 1.2566 5.00 0.128 -85 0.001 112 0.809 95 0.004 -75 0.345 -84 0.000 0 1.5708 4.00 0.067 140 0.000 0 0.352 -35 0.001 146 0.151 142 0.000 0 2.0944 3.00 0.027 -119 0.000 0 0.126 60 0.000 0 0.053 -115 0.000 0

Page 289: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 240 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 225.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.789 -88 0.777 -103 1.054 -18 0.122 -89 0.119 90 0.073 179 0.1795 35.00 0.734 -88 0.733 -106 1.081 -22 0.151 -89 0.147 90 0.085 179 0.2094 30.00 0.689 -87 0.708 -111 1.135 -28 0.198 -89 0.193 90 0.106 179 0.2513 25.00 0.650 -86 0.716 -120 1.256 -37 0.280 -89 0.273 90 0.147 179 0.2992 21.00 0.610 -85 0.768 -131 1.466 -47 0.396 -89 0.385 90 0.204 179 0.3142 20.00 0.596 -84 0.792 -135 1.547 -49 0.437 -89 0.424 90 0.224 179 0.3307 19.00 0.580 -83 0.823 -138 1.645 -52 0.484 -89 0.470 90 0.247 179 0.3491 18.00 0.562 -82 0.861 -142 1.765 -55 0.538 -89 0.523 90 0.273 179 0.3696 17.00 0.540 -81 0.910 -147 1.910 -58 0.603 -89 0.585 90 0.303 179 0.3927 16.00 0.514 -80 0.972 -151 2.087 -61 0.678 -89 0.659 90 0.338 179 0.4189 15.00 0.482 -78 1.050 -155 2.306 -64 0.769 -89 0.747 90 0.380 179 0.4488 14.00 0.443 -76 1.146 -160 2.575 -68 0.877 -89 0.854 90 0.427 179 0.4833 13.00 0.396 -72 1.263 -164 2.908 -71 1.007 -89 0.984 90 0.482 179 0.5236 12.00 0.337 -66 1.402 -169 3.320 -74 1.162 -89 1.142 90 0.545 179 0.5712 11.00 0.268 -56 1.559 -173 3.826 -77 1.347 -89 1.336 89 0.612 179 0.6283 10.00 0.196 -33 1.718 -177 4.422 -81 1.561 -90 1.566 88 0.678 180 0.6981 9.00 0.185 11 1.833 178 5.033 -85 1.785 -91 1.807 86 0.726 -178 0.7854 8.00 0.289 44 1.794 177 5.364 -92 1.928 -97 1.947 82 0.727 -175 0.8976 7.00 0.383 55 1.449 -173 4.588 -101 1.213 -122 1.738 76 0.647 -168 1.0472 6.00 0.255 66 1.175 -167 2.093 -95 0.759 -47 0.821 79 0.419 -157 1.2566 5.00 0.092 167 0.108 170 0.626 -8 0.237 33 0.251 166 0.008 126 1.5708 4.00 0.014 -39 0.181 49 0.126 -167 0.122 -144 0.041 0 0.055 58 2.0944 3.00 0.005 118 0.031 177 0.032 -53 0.048 -138 0.014 148 0.015 -166

Page 290: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 241 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 270.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.004 -176 1.068 -89 1.001 -2 0.173 -89 0.000 0 0.001 90 0.1795 35.00 0.004 -175 0.992 -89 1.002 -2 0.214 -89 0.000 0 0.001 90 0.2094 30.00 0.004 -173 0.928 -89 1.003 -3 0.280 -89 0.000 0 0.001 90 0.2513 25.00 0.004 -171 0.871 -89 1.005 -5 0.399 -89 0.000 0 0.002 90 0.2992 21.00 0.004 -167 0.811 -89 1.011 -7 0.567 -89 0.000 0 0.003 90 0.3142 20.00 0.004 -166 0.790 -89 1.013 -8 0.627 -89 0.000 0 0.003 90 0.3307 19.00 0.004 -165 0.767 -89 1.016 -9 0.697 -89 0.000 0 0.004 90 0.3491 18.00 0.004 -163 0.738 -89 1.020 -11 0.780 -89 0.000 0 0.004 90 0.3696 17.00 0.004 -162 0.705 -89 1.026 -12 0.878 -89 0.000 0 0.005 90 0.3927 16.00 0.004 -160 0.664 -89 1.034 -14 0.998 -89 0.000 0 0.005 90 0.4189 15.00 0.004 -157 0.613 -89 1.045 -16 1.144 -89 0.000 0 0.006 90 0.4488 14.00 0.004 -155 0.550 -89 1.061 -18 1.327 -89 0.000 0 0.007 90 0.4833 13.00 0.005 -152 0.469 -89 1.084 -21 1.561 -89 0.000 0 0.008 90 0.5236 12.00 0.005 -149 0.363 -88 1.122 -25 1.870 -90 0.001 98 0.010 90 0.5712 11.00 0.005 -146 0.216 -87 1.183 -30 2.298 -90 0.001 121 0.012 90 0.6283 10.00 0.006 -144 0.014 -5 1.292 -37 2.936 -91 0.003 127 0.014 90 0.6981 9.00 0.007 -146 0.353 78 1.480 -49 3.992 -94 0.006 120 0.019 87 0.7854 8.00 0.008 -154 1.058 70 1.868 -70 6.106 -105 0.013 97 0.027 79 0.8976 7.00 0.010 179 2.394 28 2.131 -125 9.281 -147 0.020 56 0.038 40 1.0472 6.00 0.006 109 1.621 -22 0.786 171 4.664 157 0.021 21 0.016 -10 1.2566 5.00 0.001 39 0.665 -8 0.223 175 1.419 167 0.009 0 0.002 15 1.5708 4.00 0.001 64 0.242 52 0.045 -135 0.302 -135 0.004 51 0.001 -87 2.0944 3.00 0.004 169 0.040 -45 0.032 118 0.123 118 0.002 -156 0.015 -15

Page 291: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 242 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 315.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.789 92 0.777 -75 1.036 15 0.122 -89 0.119 -89 0.073 0 0.1795 35.00 0.734 92 0.733 -72 1.053 19 0.151 -89 0.147 -89 0.085 0 0.2094 30.00 0.689 93 0.708 -67 1.090 24 0.198 -89 0.193 -89 0.106 1 0.2513 25.00 0.649 94 0.717 -58 1.172 32 0.280 -89 0.273 -89 0.147 1 0.2992 21.00 0.610 96 0.769 -47 1.320 41 0.396 -89 0.385 -89 0.204 1 0.3142 20.00 0.596 96 0.793 -43 1.378 44 0.436 -89 0.424 -89 0.224 1 0.3307 19.00 0.581 97 0.824 -40 1.450 47 0.483 -89 0.469 -89 0.247 1 0.3491 18.00 0.562 98 0.863 -36 1.538 50 0.538 -89 0.523 -89 0.273 1 0.3696 17.00 0.541 99 0.912 -31 1.646 54 0.602 -89 0.585 -89 0.303 1 0.3927 16.00 0.515 101 0.974 -27 1.780 57 0.677 -89 0.659 -89 0.338 1 0.4189 15.00 0.483 103 1.052 -23 1.947 60 0.767 -89 0.747 -89 0.379 1 0.4488 14.00 0.445 106 1.148 -18 2.156 64 0.874 -89 0.854 -89 0.427 1 0.4833 13.00 0.399 110 1.265 -14 2.418 67 1.003 -89 0.983 -89 0.482 1 0.5236 12.00 0.343 116 1.405 -9 2.748 70 1.157 -90 1.142 -90 0.545 1 0.5712 11.00 0.277 127 1.563 -5 3.166 73 1.339 -90 1.335 -90 0.612 1 0.6283 10.00 0.214 150 1.724 0 3.678 75 1.548 -90 1.563 -92 0.679 1 0.6981 9.00 0.212 -168 1.857 4 4.230 76 1.761 -91 1.800 -94 0.727 2 0.7854 8.00 0.313 -137 1.932 12 4.551 74 1.883 -97 1.934 -98 0.731 6 0.8976 7.00 0.403 -126 1.833 16 4.205 72 1.167 -117 1.726 -105 0.655 12 1.0472 6.00 0.269 -115 1.003 35 2.050 71 0.786 -50 0.812 -103 0.419 24 1.2566 5.00 0.096 -15 0.098 173 0.629 159 0.237 30 0.243 -15 0.003 103 1.5708 4.00 0.014 137 0.101 -102 0.077 -16 0.119 -148 0.037 -179 0.053 -120 2.0944 3.00 0.006 -81 0.046 32 0.034 157 0.042 -136 0.011 -44 0.014 25

Page 292: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 243 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.13 0.03 23.72 0.09 9.12 0.00 7.90 1.30 0.03 23.55 0.08 9.06 0.00 8.33 1.52 0.03 23.12 0.07 8.89 0.00 8.76 1.77 0.02 22.53 0.07 8.66 0.00 9.20 2.02 0.02 21.86 0.06 8.39 0.00 9.63 2.25 0.02 21.16 0.06 8.11 0.00 10.06 2.48 0.02 20.44 0.05 7.81 0.00 10.49 2.69 0.02 19.74 0.05 7.52 0.00 10.92 2.88 0.02 19.04 0.05 7.23 0.00 11.35 3.06 0.02 18.37 0.04 6.96 0.00

Page 293: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 244 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.82 0.02 16.41 0.07 6.28 0.00 7.90 0.85 0.02 15.74 0.07 6.03 0.00 8.33 0.92 0.02 14.98 0.06 5.75 0.00 8.76 1.00 0.02 14.20 0.06 5.44 0.00 9.20 1.07 0.02 13.44 0.05 5.15 0.00 9.63 1.14 0.02 12.71 0.05 4.87 0.00 10.06 1.20 0.01 12.03 0.04 4.60 0.00 10.49 1.25 0.01 11.39 0.04 4.35 0.00 10.92 1.29 0.01 10.78 0.04 4.11 0.00 11.35 1.33 0.01 10.22 0.04 3.89 0.00

Page 294: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 245 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.70 0.02 11.95 0.06 4.55 0.00 7.90 0.68 0.02 11.15 0.06 4.25 0.00 8.33 0.67 0.02 10.37 0.05 3.95 0.00 8.76 0.67 0.02 9.65 0.05 3.68 0.00 9.20 0.67 0.01 8.98 0.05 3.42 0.00 9.63 0.67 0.01 8.38 0.04 3.19 0.00 10.06 0.66 0.01 7.83 0.04 2.98 0.00 10.49 0.66 0.01 7.33 0.04 2.79 0.00 10.92 0.65 0.01 6.87 0.03 2.61 0.00 11.35 0.64 0.01 6.45 0.03 2.45 0.00

Page 295: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 246 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.26 9.26 24.56 8.33 8.59 3.57 7.90 1.37 9.06 23.68 8.06 8.27 3.50 8.33 1.50 8.82 22.76 7.76 7.93 3.41 8.76 1.64 8.56 21.82 7.45 7.58 3.30 9.20 1.78 8.29 20.90 7.14 7.24 3.19 9.63 1.92 8.02 20.01 6.83 6.91 3.07 10.06 2.04 7.75 19.16 6.53 6.59 2.96 10.49 2.16 7.49 18.36 6.25 6.29 2.84 10.92 2.28 7.24 17.60 5.97 6.00 2.73 11.35 2.38 7.01 16.89 5.71 5.73 2.62

Page 296: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 247 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.89 6.73 17.93 5.98 6.29 2.58 7.90 0.91 6.38 16.81 5.62 5.89 2.45 8.33 0.93 6.02 15.75 5.27 5.51 2.31 8.76 0.96 5.69 14.75 4.95 5.15 2.18 9.20 0.99 5.36 13.83 4.64 4.82 2.06 9.63 1.01 5.06 12.99 4.36 4.52 1.94 10.06 1.03 4.78 12.21 4.10 4.24 1.82 10.49 1.05 4.52 11.49 3.86 3.98 1.72 10.92 1.06 4.28 10.83 3.63 3.74 1.62 11.35 1.07 4.05 10.21 3.42 3.53 1.53

Page 297: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 248 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.71 5.22 13.89 4.54 4.88 1.99 7.90 0.68 4.84 12.78 4.18 4.49 1.85 8.33 0.66 4.48 11.79 3.86 4.14 1.71 8.76 0.65 4.16 10.91 3.57 3.83 1.59 9.20 0.63 3.86 10.11 3.31 3.54 1.47 9.63 0.61 3.60 9.39 3.08 3.29 1.37 10.06 0.60 3.35 8.75 2.87 3.06 1.28 10.49 0.58 3.13 8.16 2.68 2.85 1.19 10.92 0.56 2.93 7.62 2.50 2.66 1.11 11.35 0.55 2.75 7.14 2.34 2.49 1.04

Page 298: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 249 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 0.05 5.13 9.06 24.72 0.09 0.11 7.90 0.04 4.74 8.65 22.90 0.08 0.10 8.33 0.04 4.45 8.30 21.30 0.08 0.10 8.76 0.04 4.22 8.00 19.86 0.07 0.09 9.20 0.04 4.06 7.73 18.54 0.06 0.08 9.63 0.04 3.94 7.49 17.34 0.06 0.08 10.06 0.03 3.87 7.28 16.24 0.05 0.07 10.49 0.03 3.83 7.10 15.24 0.05 0.07 10.92 0.03 3.82 6.93 14.32 0.05 0.07 11.35 0.03 3.83 6.79 13.48 0.04 0.06

Page 299: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 250 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.04 4.82 7.32 20.71 0.09 0.09 7.90 0.04 4.42 6.81 18.99 0.08 0.08 8.33 0.03 4.08 6.36 17.49 0.07 0.08 8.76 0.03 3.78 5.95 16.15 0.07 0.07 9.20 0.03 3.52 5.59 14.94 0.06 0.06 9.63 0.03 3.29 5.26 13.85 0.06 0.06 10.06 0.03 3.09 4.96 12.86 0.05 0.06 10.49 0.02 2.92 4.68 11.96 0.05 0.05 10.92 0.02 2.76 4.43 11.15 0.04 0.05 11.35 0.02 2.62 4.21 10.41 0.04 0.05

Page 300: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 251 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.04 4.74 6.37 18.42 0.09 0.08 7.90 0.03 4.33 5.85 16.82 0.08 0.07 8.33 0.03 3.97 5.39 15.42 0.07 0.07 8.76 0.03 3.65 4.98 14.18 0.07 0.06 9.20 0.02 3.36 4.60 13.07 0.06 0.06 9.63 0.02 3.11 4.27 12.07 0.06 0.05 10.06 0.02 2.88 3.97 11.17 0.05 0.05 10.49 0.02 2.67 3.70 10.36 0.05 0.04 10.92 0.02 2.48 3.45 9.62 0.04 0.04 11.35 0.02 2.32 3.23 8.96 0.04 0.04

Page 301: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 252 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.34 8.96 19.77 8.20 8.61 3.56 7.90 1.44 8.81 19.12 7.95 8.29 3.49 8.33 1.56 8.60 18.41 7.66 7.94 3.40 8.76 1.69 8.37 17.70 7.36 7.59 3.30 9.20 1.82 8.12 16.99 7.05 7.25 3.18 9.63 1.95 7.87 16.30 6.75 6.92 3.07 10.06 2.07 7.61 15.65 6.46 6.60 2.95 10.49 2.19 7.37 15.03 6.18 6.30 2.84 10.92 2.30 7.14 14.44 5.91 6.01 2.73 11.35 2.40 6.91 13.89 5.66 5.73 2.62

Page 302: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 253 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.95 6.45 14.44 5.88 6.31 2.57 7.90 0.96 6.13 13.56 5.53 5.91 2.44 8.33 0.98 5.80 12.72 5.19 5.52 2.31 8.76 1.00 5.49 11.94 4.87 5.17 2.18 9.20 1.02 5.18 11.21 4.57 4.84 2.05 9.63 1.04 4.90 10.53 4.30 4.53 1.93 10.06 1.06 4.63 9.91 4.04 4.25 1.82 10.49 1.07 4.38 9.34 3.80 3.99 1.72 10.92 1.08 4.15 8.81 3.58 3.75 1.62 11.35 1.09 3.94 8.32 3.38 3.53 1.53

Page 303: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 254 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.75 4.98 11.20 4.45 4.91 1.98 7.90 0.72 4.62 10.32 4.10 4.51 1.84 8.33 0.70 4.28 9.53 3.79 4.16 1.70 8.76 0.67 3.97 8.82 3.51 3.84 1.58 9.20 0.65 3.69 8.18 3.25 3.56 1.47 9.63 0.64 3.44 7.60 3.02 3.30 1.36 10.06 0.62 3.21 7.08 2.82 3.07 1.27 10.49 0.60 3.00 6.60 2.63 2.87 1.19 10.92 0.58 2.81 6.17 2.46 2.68 1.11 11.35 0.56 2.63 5.78 2.30 2.50 1.04

Page 304: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 255 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.12 0.03 22.94 0.09 9.14 0.00 7.90 1.29 0.03 22.90 0.08 9.08 0.00 8.33 1.52 0.03 22.57 0.07 8.91 0.00 8.76 1.77 0.02 22.06 0.07 8.68 0.00 9.20 2.01 0.02 21.46 0.06 8.41 0.00 9.63 2.25 0.02 20.80 0.06 8.12 0.00 10.06 2.48 0.02 20.13 0.05 7.82 0.00 10.49 2.69 0.02 19.45 0.05 7.53 0.00 10.92 2.88 0.02 18.78 0.05 7.24 0.00 11.35 3.06 0.02 18.13 0.04 6.96 0.00

Page 305: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 256 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.80 0.02 15.73 0.07 6.31 0.00 7.90 0.84 0.02 15.16 0.07 6.06 0.00 8.33 0.91 0.02 14.48 0.06 5.76 0.00 8.76 0.99 0.02 13.77 0.06 5.46 0.00 9.20 1.07 0.02 13.05 0.05 5.16 0.00 9.63 1.14 0.02 12.36 0.05 4.88 0.00 10.06 1.20 0.02 11.71 0.04 4.61 0.00 10.49 1.25 0.01 11.09 0.04 4.36 0.00 10.92 1.29 0.01 10.51 0.04 4.12 0.00 11.35 1.33 0.01 9.97 0.04 3.90 0.00

Page 306: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 257 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.68 0.02 11.31 0.07 4.58 0.00 7.90 0.66 0.02 10.60 0.06 4.27 0.00 8.33 0.65 0.02 9.88 0.05 3.97 0.00 8.76 0.66 0.02 9.21 0.05 3.70 0.00 9.20 0.66 0.01 8.58 0.05 3.44 0.00 9.63 0.66 0.01 8.01 0.04 3.21 0.00 10.06 0.66 0.01 7.49 0.04 2.99 0.00 10.49 0.65 0.01 7.02 0.04 2.80 0.00 10.92 0.65 0.01 6.58 0.03 2.62 0.00 11.35 0.64 0.01 6.18 0.03 2.46 0.00

Page 307: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 258 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.40 8.94 23.99 8.32 8.62 3.56 7.90 1.48 8.79 23.20 8.05 8.30 3.49 8.33 1.58 8.59 22.33 7.75 7.95 3.40 8.76 1.70 8.35 21.45 7.44 7.60 3.30 9.20 1.83 8.10 20.57 7.13 7.25 3.18 9.63 1.95 7.85 19.72 6.83 6.92 3.07 10.06 2.07 7.60 18.90 6.53 6.60 2.95 10.49 2.19 7.36 18.12 6.24 6.30 2.84 10.92 2.30 7.12 17.39 5.97 6.01 2.73 11.35 2.40 6.90 16.69 5.71 5.74 2.62

Page 308: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 259 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.06 6.43 17.43 5.97 6.31 2.57 7.90 1.05 6.11 16.37 5.61 5.91 2.44 8.33 1.05 5.78 15.36 5.27 5.53 2.31 8.76 1.05 5.47 14.40 4.94 5.17 2.17 9.20 1.07 5.17 13.52 4.64 4.84 2.05 9.63 1.08 4.88 12.70 4.36 4.53 1.93 10.06 1.09 4.62 11.94 4.09 4.25 1.82 10.49 1.10 4.37 11.25 3.85 3.99 1.72 10.92 1.10 4.14 10.60 3.63 3.76 1.62 11.35 1.11 3.93 10.01 3.42 3.54 1.53

Page 309: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 260 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.90 4.96 13.41 4.53 4.91 1.98 7.90 0.84 4.59 12.35 4.17 4.51 1.84 8.33 0.80 4.26 11.41 3.85 4.16 1.70 8.76 0.77 3.95 10.56 3.56 3.84 1.58 9.20 0.74 3.68 9.79 3.31 3.56 1.47 9.63 0.71 3.42 9.10 3.07 3.31 1.36 10.06 0.68 3.19 8.48 2.86 3.08 1.27 10.49 0.65 2.98 7.91 2.67 2.87 1.19 10.92 0.63 2.79 7.39 2.50 2.68 1.11 11.35 0.61 2.62 6.92 2.34 2.50 1.04

Page 310: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 261 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 0.04 5.13 7.90 24.72 0.05 0.11 7.90 0.04 4.74 7.64 22.90 0.05 0.10 8.33 0.03 4.45 7.41 21.30 0.04 0.10 8.76 0.03 4.22 7.21 19.86 0.04 0.09 9.20 0.03 4.06 7.04 18.54 0.04 0.08 9.63 0.03 3.94 6.88 17.34 0.04 0.08 10.06 0.03 3.87 6.75 16.24 0.03 0.07 10.49 0.03 3.83 6.63 15.24 0.03 0.07 10.92 0.03 3.82 6.52 14.32 0.03 0.07 11.35 0.03 3.83 6.42 13.48 0.03 0.06

Page 311: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 262 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.03 4.82 5.98 20.71 0.05 0.09 7.90 0.03 4.42 5.61 18.99 0.05 0.08 8.33 0.02 4.08 5.29 17.49 0.04 0.08 8.76 0.02 3.78 4.99 16.15 0.04 0.07 9.20 0.02 3.52 4.72 14.94 0.04 0.06 9.63 0.02 3.29 4.48 13.85 0.03 0.06 10.06 0.02 3.09 4.25 12.86 0.03 0.06 10.49 0.02 2.92 4.04 11.96 0.03 0.05 10.92 0.02 2.76 3.85 11.15 0.03 0.05 11.35 0.02 2.62 3.68 10.41 0.02 0.05

Page 312: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 263 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.02 4.74 4.83 18.42 0.05 0.08 7.90 0.02 4.33 4.46 16.82 0.05 0.07 8.33 0.02 3.97 4.13 15.42 0.04 0.07 8.76 0.02 3.65 3.83 14.18 0.04 0.06 9.20 0.02 3.36 3.56 13.07 0.04 0.06 9.63 0.02 3.11 3.32 12.07 0.03 0.05 10.06 0.02 2.88 3.10 11.17 0.03 0.05 10.49 0.01 2.67 2.90 10.36 0.03 0.04 10.92 0.01 2.48 2.72 9.63 0.03 0.04 11.35 0.01 2.32 2.55 8.96 0.02 0.04

Page 313: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 264 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.49 9.23 20.34 8.21 8.58 3.57 7.90 1.56 9.04 19.61 7.95 8.26 3.50 8.33 1.65 8.80 18.84 7.67 7.92 3.41 8.76 1.76 8.55 18.07 7.36 7.58 3.30 9.20 1.88 8.28 17.31 7.06 7.23 3.19 9.63 1.99 8.01 16.60 6.76 6.90 3.07 10.06 2.11 7.74 15.91 6.47 6.59 2.96 10.49 2.22 7.48 15.27 6.19 6.28 2.84 10.92 2.32 7.24 14.66 5.92 6.00 2.73 11.35 2.42 7.00 14.09 5.66 5.72 2.62

Page 314: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 265 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.13 6.70 14.94 5.89 6.28 2.58 7.90 1.11 6.35 14.00 5.54 5.88 2.45 8.33 1.10 6.00 13.11 5.20 5.50 2.31 8.76 1.10 5.67 12.28 4.88 5.15 2.18 9.20 1.11 5.35 11.52 4.58 4.82 2.05 9.63 1.11 5.05 10.81 4.30 4.52 1.94 10.06 1.12 4.77 10.17 4.04 4.24 1.82 10.49 1.12 4.51 9.57 3.81 3.98 1.72 10.92 1.12 4.27 9.02 3.58 3.74 1.62 11.35 1.13 4.04 8.52 3.38 3.52 1.53

Page 315: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 266 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.95 5.19 11.66 4.46 4.88 1.99 7.90 0.90 4.81 10.73 4.11 4.49 1.85 8.33 0.85 4.46 9.90 3.80 4.14 1.71 8.76 0.81 4.14 9.16 3.51 3.82 1.59 9.20 0.77 3.84 8.49 3.26 3.54 1.47 9.63 0.74 3.58 7.88 3.03 3.29 1.37 10.06 0.71 3.34 7.34 2.82 3.06 1.28 10.49 0.68 3.12 6.85 2.63 2.85 1.19 10.92 0.65 2.92 6.40 2.46 2.66 1.11 11.35 0.63 2.73 5.99 2.31 2.49 1.04

Page 316: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 267 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 0.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 84 0.00 0 0.03 -156 0.00 0 0.00 90 0.00 0 0.1795 35.00 0.00 85 0.00 0 0.04 -151 0.00 0 0.01 90 0.00 0 0.2094 30.00 0.00 86 0.00 0 0.05 -144 0.00 0 0.01 90 0.00 0 0.2513 25.00 0.01 86 0.00 0 0.09 -134 0.00 0 0.02 90 0.00 0 0.2992 21.00 0.02 87 0.00 0 0.15 -124 0.00 0 0.05 90 0.00 0 0.3142 20.00 0.02 87 0.00 0 0.18 -122 0.00 0 0.06 90 0.00 0 0.3307 19.00 0.02 87 0.00 0 0.21 -119 0.00 0 0.07 90 0.00 0 0.3491 18.00 0.03 87 0.00 0 0.25 -116 0.00 0 0.09 90 0.00 0 0.3696 17.00 0.04 87 0.00 0 0.31 -114 0.00 0 0.11 90 0.00 0 0.3927 16.00 0.05 87 0.00 0 0.39 -111 0.00 0 0.14 90 0.00 0 0.4189 15.00 0.06 87 0.00 0 0.49 -108 0.00 0 0.18 90 0.00 0 0.4488 14.00 0.09 87 0.00 90 0.62 -106 0.00 -89 0.23 90 0.00 0 0.4833 13.00 0.11 87 0.00 90 0.81 -103 0.00 -90 0.31 89 0.00 0 0.5236 12.00 0.16 87 0.00 89 1.07 -101 0.00 -91 0.41 89 0.00 0 0.5712 11.00 0.21 87 0.00 88 1.44 -99 0.00 -93 0.56 88 0.00 89 0.6283 10.00 0.30 86 0.00 86 1.93 -98 0.00 -96 0.75 87 0.00 88 0.6981 9.00 0.39 84 0.01 81 2.47 -98 0.01 -102 0.95 85 0.00 87 0.7854 8.00 0.44 84 0.01 71 2.67 -97 0.01 -114 1.01 84 0.00 87 0.8976 7.00 0.35 102 0.01 39 2.00 -75 0.03 -148 0.72 104 0.00 96 1.0472 6.00 0.31 165 0.01 25 1.86 -9 0.01 -162 0.68 172 0.00 180 1.2566 5.00 0.27 -88 0.00 106 1.46 92 0.01 -78 0.54 -87 0.00 -75 1.5708 4.00 0.20 135 0.00 0 1.00 -43 0.00 142 0.37 138 0.00 0 2.0944 3.00 0.16 -129 0.00 0 0.71 54 0.00 -129 0.27 -128 0.00 0

Page 317: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 268 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 45.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 111 0.01 27 0.03 -160 0.00 -89 0.00 90 0.00 1 0.1795 35.00 0.00 110 0.01 25 0.03 -156 0.00 -89 0.00 90 0.00 1 0.2094 30.00 0.00 110 0.01 23 0.05 -150 0.01 -89 0.01 90 0.00 1 0.2513 25.00 0.01 110 0.03 21 0.08 -141 0.02 -89 0.02 90 0.01 1 0.2992 21.00 0.01 110 0.05 20 0.13 -131 0.04 -89 0.03 90 0.02 1 0.3142 20.00 0.01 110 0.06 20 0.15 -129 0.04 -89 0.04 90 0.02 1 0.3307 19.00 0.02 110 0.07 20 0.18 -126 0.05 -89 0.05 90 0.03 1 0.3491 18.00 0.02 110 0.09 19 0.21 -123 0.07 -89 0.06 90 0.03 1 0.3696 17.00 0.03 110 0.11 19 0.26 -120 0.08 -89 0.08 90 0.04 1 0.3927 16.00 0.04 109 0.14 19 0.32 -117 0.10 -89 0.10 90 0.05 1 0.4189 15.00 0.05 109 0.18 19 0.40 -114 0.13 -89 0.13 90 0.07 1 0.4488 14.00 0.06 109 0.23 19 0.52 -111 0.18 -89 0.17 90 0.09 1 0.4833 13.00 0.08 108 0.30 19 0.68 -108 0.24 -89 0.23 90 0.11 1 0.5236 12.00 0.12 107 0.40 19 0.91 -105 0.32 -90 0.31 89 0.15 1 0.5712 11.00 0.16 106 0.54 20 1.26 -103 0.44 -90 0.44 89 0.20 1 0.6283 10.00 0.23 104 0.73 21 1.77 -101 0.62 -90 0.62 87 0.27 1 0.6981 9.00 0.32 100 0.99 23 2.51 -101 0.87 -92 0.88 85 0.35 2 0.7854 8.00 0.43 95 1.35 25 3.42 -104 1.19 -97 1.19 80 0.45 6 0.8976 7.00 0.48 89 1.67 21 3.88 -109 0.99 -122 1.39 74 0.53 12 1.0472 6.00 0.31 101 1.09 42 2.51 -99 0.83 -49 0.89 76 0.46 24 1.2566 5.00 0.19 164 0.19 -179 1.12 -12 0.37 31 0.38 164 0.00 107 1.5708 4.00 0.07 28 0.23 -99 0.31 -175 0.29 -148 0.09 0 0.13 -120 2.0944 3.00 0.04 160 0.21 33 0.14 -61 0.19 -136 0.05 135 0.06 25

Page 318: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 269 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 0 0.00 90 0.02 -176 0.00 -89 0.00 0 0.00 0 0.1795 35.00 0.00 0 0.00 90 0.03 -176 0.01 -89 0.00 0 0.00 0 0.2094 30.00 0.00 0 0.01 90 0.04 -175 0.01 -89 0.00 0 0.00 0 0.2513 25.00 0.00 0 0.01 90 0.06 -173 0.03 -89 0.00 0 0.00 0 0.2992 21.00 0.00 0 0.02 89 0.09 -171 0.05 -89 0.00 0 0.00 90 0.3142 20.00 0.00 0 0.03 89 0.10 -170 0.06 -89 0.00 0 0.00 90 0.3307 19.00 0.00 0 0.04 89 0.11 -169 0.08 -89 0.00 0 0.00 90 0.3491 18.00 0.00 0 0.04 89 0.12 -167 0.09 -89 0.00 0 0.00 90 0.3696 17.00 0.00 0 0.05 89 0.14 -166 0.12 -89 0.00 0 0.00 90 0.3927 16.00 0.00 -19 0.07 89 0.16 -164 0.15 -89 0.00 0 0.00 90 0.4189 15.00 0.00 -20 0.09 89 0.18 -162 0.20 -89 0.00 0 0.00 90 0.4488 14.00 0.00 -22 0.12 89 0.21 -160 0.27 -89 0.00 0 0.00 90 0.4833 13.00 0.00 -24 0.16 89 0.25 -157 0.36 -89 0.00 0 0.00 90 0.5236 12.00 0.00 -26 0.22 89 0.31 -153 0.51 -90 0.00 0 0.00 90 0.5712 11.00 0.00 -27 0.32 88 0.39 -149 0.75 -90 0.00 36 0.00 90 0.6283 10.00 0.00 -28 0.50 88 0.51 -144 1.16 -91 0.00 16 0.01 90 0.6981 9.00 0.00 -32 0.85 83 0.74 -139 1.94 -94 0.00 -3 0.01 87 0.7854 8.00 0.01 -47 1.70 72 1.24 -138 3.76 -105 0.01 -31 0.02 79 0.8976 7.00 0.02 -88 3.51 30 2.44 -164 7.47 -147 0.03 -82 0.03 40 1.0472 6.00 0.02 -146 2.58 -22 1.84 149 5.11 157 0.04 -153 0.02 -10 1.2566 5.00 0.01 -158 1.29 -9 0.82 162 2.24 167 0.02 -174 0.00 15 1.5708 4.00 0.00 -142 0.65 52 0.28 -135 0.75 -135 0.01 -128 0.00 -87 2.0944 3.00 0.02 156 0.19 -47 0.14 119 0.54 118 0.01 28 0.07 -15

Page 319: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 270 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 135.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -59 0.01 153 0.03 165 0.00 -89 0.00 -89 0.00 180 0.1795 35.00 0.00 -61 0.01 155 0.03 161 0.00 -89 0.00 -89 0.00 180 0.2094 30.00 0.00 -62 0.01 157 0.05 156 0.01 -89 0.01 -89 0.00 179 0.2513 25.00 0.01 -63 0.03 159 0.07 148 0.02 -89 0.02 -89 0.01 179 0.2992 21.00 0.01 -64 0.05 160 0.12 139 0.04 -89 0.03 -89 0.02 179 0.3142 20.00 0.02 -64 0.06 160 0.14 136 0.04 -89 0.04 -89 0.02 179 0.3307 19.00 0.02 -65 0.07 161 0.16 133 0.05 -89 0.05 -89 0.03 179 0.3491 18.00 0.02 -65 0.09 161 0.19 130 0.07 -89 0.06 -89 0.03 179 0.3696 17.00 0.03 -65 0.11 161 0.22 126 0.08 -89 0.08 -89 0.04 179 0.3927 16.00 0.04 -66 0.14 161 0.27 123 0.10 -89 0.10 -89 0.05 179 0.4189 15.00 0.05 -66 0.18 161 0.34 119 0.13 -89 0.13 -89 0.07 179 0.4488 14.00 0.06 -67 0.23 161 0.43 116 0.18 -89 0.17 -89 0.09 179 0.4833 13.00 0.09 -67 0.30 161 0.56 112 0.23 -89 0.23 -89 0.11 179 0.5236 12.00 0.12 -68 0.40 161 0.75 109 0.32 -89 0.31 -89 0.15 179 0.5712 11.00 0.17 -70 0.53 161 1.02 105 0.44 -89 0.44 -90 0.20 180 0.6283 10.00 0.23 -72 0.72 160 1.43 100 0.61 -90 0.62 -91 0.27 180 0.6981 9.00 0.33 -76 0.94 160 2.00 95 0.86 -91 0.88 -93 0.35 -178 0.7854 8.00 0.44 -81 1.13 161 2.69 88 1.16 -96 1.20 -97 0.45 -175 0.8976 7.00 0.49 -87 1.10 178 3.23 81 0.92 -117 1.40 -103 0.52 -168 1.0472 6.00 0.32 -74 1.36 -172 2.02 75 0.86 -48 0.90 -100 0.46 -157 1.2566 5.00 0.19 -13 0.20 178 0.85 162 0.38 32 0.40 -13 0.01 124 1.5708 4.00 0.08 -150 0.47 49 0.18 -8 0.30 -144 0.10 -179 0.13 58 2.0944 3.00 0.05 -13 0.13 175 0.17 165 0.21 -138 0.06 -31 0.07 -166

Page 320: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 271 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -83 0.00 0 0.03 157 0.00 0 0.00 -89 0.00 0 0.1795 35.00 0.00 -84 0.00 0 0.04 152 0.00 0 0.01 -89 0.00 0 0.2094 30.00 0.00 -85 0.00 0 0.05 145 0.00 0 0.01 -89 0.00 0 0.2513 25.00 0.01 -85 0.00 0 0.09 135 0.00 0 0.02 -89 0.00 0 0.2992 21.00 0.02 -86 0.00 0 0.15 125 0.00 0 0.05 -89 0.00 0 0.3142 20.00 0.02 -86 0.00 0 0.18 123 0.00 0 0.06 -89 0.00 0 0.3307 19.00 0.02 -86 0.00 0 0.21 120 0.00 0 0.07 -89 0.00 0 0.3491 18.00 0.03 -86 0.00 0 0.25 117 0.00 0 0.09 -89 0.00 0 0.3696 17.00 0.04 -86 0.00 0 0.31 115 0.00 0 0.11 -89 0.00 0 0.3927 16.00 0.05 -86 0.00 0 0.39 112 0.00 0 0.14 -89 0.00 0 0.4189 15.00 0.06 -87 0.00 0 0.49 109 0.00 0 0.18 -89 0.00 0 0.4488 14.00 0.09 -87 0.00 -89 0.62 107 0.00 89 0.23 -89 0.00 0 0.4833 13.00 0.11 -87 0.00 -89 0.81 104 0.00 89 0.31 -89 0.00 0 0.5236 12.00 0.16 -87 0.00 -90 1.07 101 0.00 88 0.41 -89 0.00 0 0.5712 11.00 0.21 -88 0.00 -90 1.43 98 0.00 87 0.56 -90 0.00 -89 0.6283 10.00 0.29 -89 0.00 -92 1.89 95 0.00 84 0.75 -91 0.00 -90 0.6981 9.00 0.39 -91 0.01 -97 2.37 90 0.01 78 0.95 -93 0.00 -91 0.7854 8.00 0.43 -92 0.01 -106 2.48 88 0.01 67 1.02 -93 0.00 -90 0.8976 7.00 0.35 -73 0.01 -138 1.70 107 0.03 34 0.74 -72 0.00 -81 1.0472 6.00 0.31 -12 0.01 -153 1.61 175 0.01 18 0.69 -6 0.00 2 1.2566 5.00 0.26 94 0.00 -70 1.28 -84 0.01 104 0.54 95 0.00 107 1.5708 4.00 0.19 -39 0.00 0 0.87 144 0.00 -33 0.37 -37 0.00 0 2.0944 3.00 0.13 61 0.00 0 0.55 -119 0.00 63 0.23 64 0.00 0

Page 321: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 272 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 225.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -110 0.01 -26 0.03 161 0.00 90 0.00 -89 0.00 0 0.1795 35.00 0.00 -109 0.01 -24 0.03 157 0.00 90 0.00 -89 0.00 0 0.2094 30.00 0.00 -109 0.01 -22 0.05 151 0.01 90 0.01 -89 0.00 0 0.2513 25.00 0.01 -109 0.03 -21 0.08 142 0.02 90 0.02 -89 0.01 0 0.2992 21.00 0.01 -109 0.05 -19 0.13 132 0.04 90 0.03 -89 0.02 0 0.3142 20.00 0.01 -109 0.06 -19 0.15 130 0.04 90 0.04 -89 0.02 0 0.3307 19.00 0.02 -109 0.07 -19 0.18 127 0.05 90 0.05 -89 0.03 0 0.3491 18.00 0.02 -109 0.09 -18 0.21 124 0.07 90 0.06 -89 0.03 0 0.3696 17.00 0.03 -109 0.11 -18 0.26 121 0.08 90 0.08 -89 0.04 0 0.3927 16.00 0.04 -109 0.14 -18 0.32 118 0.10 90 0.10 -89 0.05 0 0.4189 15.00 0.05 -108 0.18 -18 0.40 115 0.13 90 0.13 -89 0.07 0 0.4488 14.00 0.06 -108 0.23 -18 0.52 111 0.18 90 0.17 -89 0.09 0 0.4833 13.00 0.08 -108 0.30 -18 0.68 108 0.24 90 0.23 -89 0.11 0 0.5236 12.00 0.12 -107 0.40 -18 0.91 105 0.32 90 0.31 -89 0.15 0 0.5712 11.00 0.16 -107 0.53 -18 1.25 102 0.44 90 0.44 -90 0.20 0 0.6283 10.00 0.24 -107 0.72 -19 1.75 98 0.62 89 0.62 -91 0.27 0 0.6981 9.00 0.34 -108 0.94 -19 2.45 94 0.87 88 0.88 -93 0.35 1 0.7854 8.00 0.49 -110 1.13 -19 3.31 87 1.19 82 1.20 -97 0.45 4 0.8976 7.00 0.60 -114 1.05 -2 3.70 78 0.98 57 1.40 -103 0.52 11 1.0472 6.00 0.42 -109 1.36 8 2.29 84 0.83 132 0.90 -100 0.46 22 1.2566 5.00 0.19 -12 0.20 -1 0.99 171 0.37 -146 0.40 -13 0.01 -53 1.5708 4.00 0.04 147 0.47 -130 0.31 12 0.30 35 0.10 -179 0.13 -121 2.0944 3.00 0.02 -58 0.13 -4 0.14 126 0.21 41 0.06 -31 0.07 13

Page 322: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 273 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 270.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 0 0.00 -89 0.02 177 0.00 90 0.00 0 0.00 0 0.1795 35.00 0.00 0 0.00 -89 0.03 177 0.01 90 0.00 0 0.00 0 0.2094 30.00 0.00 0 0.01 -89 0.04 176 0.01 90 0.00 0 0.00 0 0.2513 25.00 0.00 0 0.01 -89 0.06 174 0.03 90 0.00 0 0.00 0 0.2992 21.00 0.00 0 0.02 -90 0.09 172 0.05 90 0.00 0 0.00 -89 0.3142 20.00 0.00 0 0.03 -90 0.10 171 0.06 90 0.00 0 0.00 -89 0.3307 19.00 0.00 0 0.04 -90 0.11 170 0.08 90 0.00 0 0.00 -89 0.3491 18.00 0.00 0 0.04 -90 0.12 168 0.09 90 0.00 0 0.00 -89 0.3696 17.00 0.00 0 0.05 -90 0.14 167 0.12 90 0.00 0 0.00 -89 0.3927 16.00 0.00 20 0.07 -90 0.16 165 0.15 90 0.00 0 0.00 -89 0.4189 15.00 0.00 22 0.09 -90 0.18 163 0.20 90 0.00 0 0.00 -89 0.4488 14.00 0.00 23 0.12 -90 0.21 161 0.27 90 0.00 0 0.00 -89 0.4833 13.00 0.00 25 0.16 -90 0.25 158 0.36 90 0.00 0 0.00 -89 0.5236 12.00 0.00 26 0.22 -90 0.31 154 0.51 89 0.00 0 0.00 -89 0.5712 11.00 0.00 26 0.32 -91 0.39 149 0.75 89 0.00 -58 0.00 -89 0.6283 10.00 0.00 23 0.50 -91 0.51 142 1.16 88 0.00 -52 0.01 -89 0.6981 9.00 0.00 15 0.85 -96 0.72 130 1.94 85 0.00 -59 0.01 -92 0.7854 8.00 0.00 -1 1.70 -107 1.15 109 3.76 74 0.01 -82 0.02 -100 0.8976 7.00 0.01 -25 3.52 -149 1.72 54 7.47 32 0.02 -123 0.03 -139 1.0472 6.00 0.01 -98 2.58 157 0.86 -8 5.11 -22 0.02 -158 0.02 169 1.2566 5.00 0.00 -160 1.29 170 0.35 -4 2.24 -12 0.01 180 0.00 -164 1.5708 4.00 0.00 -118 0.65 -127 0.11 44 0.75 44 0.01 -128 0.00 92 2.0944 3.00 0.02 -9 0.19 132 0.14 -61 0.54 -61 0.01 23 0.07 164

Page 323: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 274 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 315.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 60 0.01 -153 0.03 -164 0.00 90 0.00 90 0.00 -179 0.1795 35.00 0.00 62 0.01 -154 0.03 -160 0.00 90 0.00 90 0.00 -179 0.2094 30.00 0.00 63 0.01 -156 0.05 -155 0.01 90 0.01 90 0.00 -178 0.2513 25.00 0.01 64 0.03 -158 0.07 -147 0.02 90 0.02 90 0.01 -178 0.2992 21.00 0.01 65 0.05 -159 0.12 -138 0.04 90 0.03 90 0.02 -178 0.3142 20.00 0.02 65 0.06 -159 0.14 -135 0.04 90 0.04 90 0.02 -178 0.3307 19.00 0.02 66 0.07 -160 0.16 -132 0.05 90 0.05 90 0.03 -178 0.3491 18.00 0.02 66 0.09 -160 0.19 -129 0.07 90 0.06 90 0.03 -178 0.3696 17.00 0.03 66 0.11 -160 0.22 -125 0.08 90 0.08 90 0.04 -178 0.3927 16.00 0.04 67 0.14 -160 0.27 -122 0.10 90 0.10 90 0.05 -178 0.4189 15.00 0.05 67 0.18 -160 0.34 -119 0.13 90 0.13 90 0.07 -178 0.4488 14.00 0.06 67 0.23 -160 0.43 -115 0.18 90 0.17 90 0.09 -178 0.4833 13.00 0.09 68 0.30 -160 0.56 -112 0.23 90 0.23 90 0.11 -178 0.5236 12.00 0.12 69 0.40 -160 0.75 -109 0.32 89 0.31 89 0.15 -178 0.5712 11.00 0.17 69 0.54 -160 1.03 -106 0.44 89 0.44 89 0.20 -178 0.6283 10.00 0.24 69 0.73 -159 1.45 -104 0.61 89 0.62 87 0.27 -178 0.6981 9.00 0.35 69 0.99 -157 2.06 -103 0.86 88 0.88 85 0.35 -177 0.7854 8.00 0.50 66 1.33 -154 2.81 -105 1.16 82 1.19 81 0.45 -173 0.8976 7.00 0.61 63 1.62 -158 3.39 -107 0.94 62 1.39 74 0.53 -167 1.0472 6.00 0.43 68 1.10 -137 2.25 -108 0.86 129 0.89 76 0.46 -155 1.2566 5.00 0.19 164 0.19 0 0.99 -20 0.37 -149 0.38 164 0.00 -76 1.5708 4.00 0.04 -36 0.23 80 0.19 163 0.29 31 0.09 0 0.13 59 2.0944 3.00 0.03 101 0.21 -146 0.15 -22 0.19 43 0.05 135 0.06 -154

Page 324: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 275 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.80 0.03 11.26 0.06 4.29 0.00 7.90 1.68 0.03 10.53 0.05 4.02 0.00 8.33 1.55 0.03 9.81 0.05 3.74 0.00 8.76 1.44 0.03 9.14 0.05 3.49 0.00 9.20 1.34 0.02 8.51 0.04 3.25 0.00 9.63 1.25 0.02 7.95 0.04 3.03 0.00 10.06 1.16 0.02 7.43 0.04 2.83 0.00 10.49 1.09 0.02 6.96 0.03 2.65 0.00 10.92 1.02 0.02 6.53 0.03 2.48 0.00 11.35 0.95 0.02 6.13 0.03 2.33 0.00

Page 325: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 276 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.67 5.36 13.06 4.27 4.59 1.87 7.90 1.54 4.96 12.03 3.94 4.23 1.74 8.33 1.42 4.59 11.11 3.64 3.90 1.61 8.76 1.31 4.26 10.28 3.37 3.61 1.50 9.20 1.21 3.96 9.54 3.13 3.34 1.39 9.63 1.13 3.68 8.87 2.91 3.11 1.29 10.06 1.05 3.43 8.26 2.71 2.89 1.21 10.49 0.98 3.20 7.71 2.53 2.70 1.13 10.92 0.91 3.00 7.21 2.37 2.52 1.05 11.35 0.86 2.81 6.75 2.22 2.36 0.99

Page 326: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 277 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 0.05 8.10 5.94 17.17 0.08 0.08 7.90 0.04 7.40 5.46 15.68 0.07 0.07 8.33 0.04 6.79 5.03 14.40 0.07 0.06 8.76 0.04 6.24 4.65 13.25 0.06 0.06 9.20 0.03 5.76 4.31 12.22 0.06 0.05 9.63 0.03 5.32 4.01 11.30 0.05 0.05 10.06 0.03 4.92 3.73 10.46 0.05 0.05 10.49 0.03 4.57 3.47 9.71 0.04 0.04 10.92 0.02 4.24 3.24 9.02 0.04 0.04 11.35 0.02 3.95 3.03 8.41 0.04 0.04

Page 327: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 278 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.70 4.79 10.53 4.19 4.61 1.86 7.90 1.56 4.45 9.71 3.87 4.25 1.73 8.33 1.44 4.13 8.97 3.57 3.92 1.61 8.76 1.33 3.83 8.31 3.31 3.62 1.49 9.20 1.24 3.56 7.71 3.07 3.36 1.38 9.63 1.15 3.32 7.17 2.86 3.12 1.29 10.06 1.07 3.09 6.68 2.66 2.90 1.20 10.49 1.00 2.89 6.24 2.49 2.71 1.12 10.92 0.93 2.70 5.84 2.33 2.53 1.05 11.35 0.87 2.54 5.47 2.18 2.37 0.98

Page 328: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 279 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.79 0.03 10.66 0.06 4.31 0.00 7.90 1.67 0.03 10.02 0.06 4.04 0.00 8.33 1.55 0.03 9.36 0.05 3.76 0.00 8.76 1.43 0.03 8.73 0.05 3.50 0.00 9.20 1.33 0.02 8.14 0.04 3.26 0.00 9.63 1.24 0.02 7.61 0.04 3.04 0.00 10.06 1.16 0.02 7.12 0.04 2.84 0.00 10.49 1.08 0.02 6.67 0.03 2.66 0.00 10.92 1.01 0.02 6.26 0.03 2.49 0.00 11.35 0.95 0.02 5.88 0.03 2.34 0.00

Page 329: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 280 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.88 4.76 12.62 4.27 4.62 1.86 7.90 1.73 4.42 11.63 3.93 4.25 1.73 8.33 1.59 4.11 10.75 3.63 3.92 1.60 8.76 1.47 3.81 9.96 3.36 3.62 1.49 9.20 1.36 3.54 9.24 3.12 3.36 1.38 9.63 1.26 3.30 8.59 2.90 3.12 1.29 10.06 1.17 3.08 8.01 2.71 2.90 1.20 10.49 1.09 2.88 7.48 2.53 2.71 1.12 10.92 1.02 2.69 6.99 2.36 2.53 1.05 11.35 0.95 2.52 6.55 2.21 2.37 0.98

Page 330: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 281 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 0.02 8.10 4.53 17.17 0.05 0.08 7.90 0.02 7.40 4.18 15.69 0.04 0.07 8.33 0.02 6.79 3.87 14.40 0.04 0.06 8.76 0.02 6.24 3.60 13.25 0.04 0.06 9.20 0.02 5.76 3.35 12.22 0.03 0.05 9.63 0.02 5.32 3.13 11.30 0.03 0.05 10.06 0.01 4.92 2.92 10.46 0.03 0.05 10.49 0.01 4.57 2.74 9.71 0.03 0.04 10.92 0.01 4.24 2.57 9.02 0.02 0.04 11.35 0.01 3.95 2.41 8.41 0.02 0.04

Page 331: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 282 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 1 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI1 On Body MODEL At X = 145.1 Y = 15.0 Z = 19.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 1.92 5.30 10.96 4.20 4.59 1.87 7.90 1.77 4.90 10.10 3.88 4.22 1.74 8.33 1.63 4.54 9.32 3.58 3.90 1.61 8.76 1.50 4.21 8.63 3.32 3.60 1.50 9.20 1.39 3.92 8.00 3.08 3.34 1.39 9.63 1.29 3.64 7.44 2.86 3.10 1.29 10.06 1.20 3.40 6.93 2.67 2.89 1.21 10.49 1.12 3.17 6.47 2.49 2.69 1.13 10.92 1.04 2.96 6.05 2.33 2.52 1.05 11.35 0.98 2.78 5.66 2.18 2.36 0.99

Page 332: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 283 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 0.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 1.091 90 0.000 0 0.998 0 0.000 0 0.169 -89 0.000 0 0.1795 35.00 1.007 90 0.000 0 0.997 0 0.000 0 0.208 -89 0.000 0 0.2094 30.00 0.933 90 0.000 0 0.994 0 0.000 0 0.272 -89 0.000 0 0.2513 25.00 0.858 90 0.000 0 0.989 0 0.000 0 0.384 -89 0.000 0 0.2992 21.00 0.773 91 0.000 0 0.977 0 0.000 0 0.541 -89 0.000 0 0.3142 20.00 0.744 91 0.000 0 0.972 0 0.000 0 0.595 -89 0.000 0 0.3307 19.00 0.709 91 0.000 0 0.965 0 0.000 0 0.657 -89 0.000 0 0.3491 18.00 0.669 91 0.000 0 0.956 0 0.001 91 0.730 -89 0.000 0 0.3696 17.00 0.620 91 0.000 0 0.945 0 0.001 90 0.814 -89 0.000 0 0.3927 16.00 0.562 91 0.000 0 0.929 0 0.001 90 0.913 -89 0.000 0 0.4189 15.00 0.491 91 0.000 0 0.908 0 0.001 90 1.029 -89 0.001 -89 0.4488 14.00 0.404 92 0.001 -89 0.878 0 0.002 90 1.166 -89 0.001 -89 0.4833 13.00 0.297 93 0.001 -89 0.835 0 0.002 89 1.325 -90 0.001 -89 0.5236 12.00 0.165 95 0.001 -89 0.772 1 0.003 88 1.509 -90 0.001 -90 0.5712 11.00 0.018 176 0.002 -90 0.678 1 0.005 86 1.708 -91 0.001 -90 0.6283 10.00 0.193 -97 0.003 -93 0.543 4 0.008 83 1.891 -92 0.001 -91 0.6981 9.00 0.388 -96 0.005 -99 0.367 13 0.013 77 1.948 -94 0.001 -92 0.7854 8.00 0.485 -95 0.009 -109 0.213 49 0.022 65 1.637 -95 0.001 -92 0.8976 7.00 0.369 -77 0.014 -143 0.212 102 0.035 31 0.896 -75 0.000 0 1.0472 6.00 0.273 -14 0.005 -157 0.143 148 0.012 17 0.620 -7 0.000 0 1.2566 5.00 0.180 91 0.002 -74 0.066 -91 0.004 101 0.341 92 0.000 0 1.5708 4.00 0.090 -44 0.000 0 0.034 114 0.001 -37 0.148 -41 0.000 0 2.0944 3.00 0.042 51 0.000 0 0.011 -83 0.000 0 0.061 51 0.000 0

Page 333: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 284 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 45.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.772 90 0.739 90 0.999 0 0.122 90 0.119 -89 0.073 -178 0.1795 35.00 0.713 90 0.682 90 0.999 0 0.151 90 0.147 -89 0.085 -178 0.2094 30.00 0.661 90 0.630 90 0.997 0 0.198 90 0.193 -89 0.106 -178 0.2513 25.00 0.610 91 0.578 90 0.995 0 0.280 90 0.273 -89 0.147 -178 0.2992 21.00 0.554 91 0.518 90 0.989 0 0.396 90 0.385 -89 0.204 -178 0.3142 20.00 0.534 91 0.498 90 0.986 0 0.437 90 0.424 -89 0.224 -178 0.3307 19.00 0.511 91 0.474 90 0.983 0 0.484 90 0.470 -89 0.247 -178 0.3491 18.00 0.485 91 0.446 90 0.979 0 0.538 90 0.523 -89 0.273 -178 0.3696 17.00 0.453 91 0.413 90 0.973 0 0.603 90 0.585 -89 0.303 -178 0.3927 16.00 0.414 91 0.373 90 0.965 0 0.678 90 0.659 -89 0.338 -178 0.4189 15.00 0.368 91 0.325 91 0.955 0 0.769 90 0.747 -89 0.380 -178 0.4488 14.00 0.311 92 0.266 91 0.940 0 0.877 90 0.854 -89 0.427 -178 0.4833 13.00 0.240 92 0.193 91 0.919 0 1.007 90 0.984 -89 0.482 -178 0.5236 12.00 0.151 94 0.102 93 0.888 0 1.162 89 1.142 -90 0.545 -178 0.5712 11.00 0.038 108 0.014 -122 0.841 0 1.347 89 1.336 -90 0.612 -178 0.6283 10.00 0.110 -99 0.154 -94 0.770 1 1.561 89 1.565 -92 0.679 -178 0.6981 9.00 0.288 -97 0.324 -93 0.665 2 1.786 87 1.802 -94 0.727 -177 0.7854 8.00 0.465 -100 0.502 -100 0.512 4 1.930 82 1.937 -99 0.732 -173 0.8976 7.00 0.535 -104 0.409 -129 0.285 12 1.231 57 1.726 -105 0.657 -167 1.0472 6.00 0.311 -97 0.319 -45 0.113 69 0.757 130 0.813 -103 0.419 -155 1.2566 5.00 0.129 -15 0.123 5 0.054 154 0.233 -148 0.243 -15 0.003 -72 1.5708 4.00 0.022 -173 0.064 -156 0.010 -45 0.119 31 0.037 180 0.053 59 2.0944 3.00 0.007 -43 0.018 -128 0.003 164 0.042 43 0.011 -44 0.014 -154

Page 334: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 285 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.004 -179 1.046 90 1.000 0 0.173 90 0.000 0 0.001 -89 0.1795 35.00 0.004 -179 0.965 90 1.000 0 0.214 90 0.000 0 0.001 -89 0.2094 30.00 0.004 -179 0.893 90 1.000 0 0.280 90 0.000 0 0.001 -89 0.2513 25.00 0.004 -179 0.820 90 1.001 0 0.399 90 0.000 0 0.002 -89 0.2992 21.00 0.004 -179 0.739 90 1.001 0 0.567 90 0.000 0 0.003 -89 0.3142 20.00 0.004 -179 0.711 90 1.001 0 0.627 90 0.000 0 0.003 -89 0.3307 19.00 0.004 -179 0.679 90 1.001 0 0.697 90 0.000 0 0.004 -89 0.3491 18.00 0.004 -179 0.640 90 1.001 0 0.780 90 0.000 0 0.004 -89 0.3696 17.00 0.004 -179 0.594 90 1.002 0 0.878 90 0.000 0 0.005 -89 0.3927 16.00 0.004 -179 0.538 90 1.002 0 0.998 90 0.000 0 0.005 -89 0.4189 15.00 0.004 -178 0.469 90 1.003 0 1.144 90 0.000 0 0.006 -89 0.4488 14.00 0.004 -178 0.383 90 1.005 0 1.327 90 0.000 0 0.007 -89 0.4833 13.00 0.004 -178 0.272 91 1.007 0 1.561 90 0.000 0 0.008 -89 0.5236 12.00 0.004 -177 0.126 93 1.012 0 1.870 89 0.001 -114 0.010 -89 0.5712 11.00 0.004 -177 0.076 -98 1.020 0 2.298 89 0.001 -143 0.012 -89 0.6283 10.00 0.005 -177 0.373 -93 1.033 -1 2.936 88 0.003 -163 0.014 -89 0.6981 9.00 0.007 178 0.861 -97 1.053 -3 3.992 85 0.007 176 0.019 -92 0.7854 8.00 0.010 162 1.840 -108 1.067 -9 6.105 74 0.017 148 0.027 -100 0.8976 7.00 0.017 117 3.593 -150 0.946 -25 9.280 32 0.039 97 0.038 -139 1.0472 6.00 0.013 47 2.232 157 0.521 -40 4.664 -22 0.035 26 0.016 169 1.2566 5.00 0.004 20 0.857 170 0.176 -22 1.420 -12 0.012 5 0.002 -164 1.5708 4.00 0.001 52 0.287 -127 0.044 46 0.302 44 0.004 51 0.001 92 2.0944 3.00 0.001 -150 0.033 88 0.005 -151 0.123 -61 0.002 -151 0.015 164

Page 335: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 286 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 135.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.772 -89 0.739 90 0.999 0 0.122 90 0.119 90 0.073 0 0.1795 35.00 0.713 -89 0.682 90 0.999 0 0.151 90 0.147 90 0.085 0 0.2094 30.00 0.661 -89 0.630 90 0.997 0 0.198 90 0.193 90 0.106 0 0.2513 25.00 0.610 -90 0.578 90 0.995 0 0.280 90 0.273 90 0.147 0 0.2992 21.00 0.554 -90 0.519 90 0.989 0 0.396 90 0.385 90 0.204 0 0.3142 20.00 0.534 -90 0.498 90 0.986 0 0.436 90 0.424 90 0.224 0 0.3307 19.00 0.511 -90 0.475 90 0.983 0 0.483 90 0.469 90 0.247 0 0.3491 18.00 0.485 -90 0.447 90 0.979 0 0.538 90 0.523 90 0.273 0 0.3696 17.00 0.453 -90 0.413 90 0.973 0 0.602 90 0.585 90 0.303 0 0.3927 16.00 0.415 -90 0.374 90 0.965 0 0.677 90 0.659 90 0.338 0 0.4189 15.00 0.368 -90 0.325 90 0.955 0 0.767 90 0.747 90 0.379 0 0.4488 14.00 0.311 -91 0.267 90 0.940 0 0.874 90 0.854 90 0.427 0 0.4833 13.00 0.240 -92 0.194 90 0.919 0 1.003 90 0.983 90 0.482 0 0.5236 12.00 0.151 -94 0.103 89 0.887 0 1.157 90 1.142 90 0.545 0 0.5712 11.00 0.039 -108 0.009 -87 0.839 0 1.339 90 1.335 89 0.612 0 0.6283 10.00 0.109 95 0.148 -90 0.766 0 1.548 89 1.565 88 0.678 0 0.6981 9.00 0.284 88 0.314 -91 0.658 0 1.761 88 1.805 86 0.726 1 0.7854 8.00 0.459 83 0.481 -98 0.498 2 1.881 83 1.945 82 0.728 4 0.8976 7.00 0.528 78 0.364 -124 0.263 11 1.145 62 1.740 76 0.648 11 1.0472 6.00 0.306 86 0.333 -43 0.111 73 0.788 131 0.821 79 0.419 22 1.2566 5.00 0.129 166 0.126 7 0.053 158 0.242 -147 0.251 166 0.008 -55 1.5708 4.00 0.024 8 0.066 -153 0.010 -40 0.122 35 0.042 0 0.055 -121 2.0944 3.00 0.009 152 0.019 -128 0.002 153 0.047 41 0.014 148 0.015 13

Page 336: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 287 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 1.091 -89 0.000 0 0.998 0 0.000 0 0.169 90 0.000 0 0.1795 35.00 1.007 -89 0.000 0 0.997 0 0.000 0 0.208 90 0.000 0 0.2094 30.00 0.933 -89 0.000 0 0.994 0 0.000 0 0.272 90 0.000 0 0.2513 25.00 0.858 -89 0.000 0 0.989 0 0.000 0 0.384 90 0.000 0 0.2992 21.00 0.773 -90 0.000 0 0.977 0 0.000 0 0.541 90 0.000 0 0.3142 20.00 0.744 -90 0.000 0 0.972 0 0.000 0 0.595 90 0.000 0 0.3307 19.00 0.709 -90 0.000 0 0.965 0 0.000 0 0.657 90 0.000 0 0.3491 18.00 0.669 -90 0.000 0 0.956 0 0.001 -90 0.730 90 0.000 0 0.3696 17.00 0.620 -90 0.000 0 0.945 0 0.001 -90 0.814 90 0.000 0 0.3927 16.00 0.562 -90 0.000 0 0.929 0 0.001 -90 0.913 90 0.000 0 0.4189 15.00 0.491 -91 0.000 0 0.908 0 0.001 -90 1.029 90 0.001 90 0.4488 14.00 0.404 -91 0.001 90 0.878 0 0.002 -90 1.166 90 0.001 90 0.4833 13.00 0.298 -92 0.001 90 0.834 0 0.002 -90 1.325 90 0.001 90 0.5236 12.00 0.166 -96 0.001 90 0.771 0 0.003 -91 1.509 90 0.001 90 0.5712 11.00 0.019 -174 0.002 89 0.676 0 0.005 -92 1.709 89 0.001 90 0.6283 10.00 0.190 94 0.003 87 0.539 2 0.008 -95 1.893 88 0.001 89 0.6981 9.00 0.383 89 0.005 82 0.356 11 0.013 -101 1.954 86 0.001 88 0.7854 8.00 0.478 88 0.009 72 0.195 48 0.022 -112 1.648 86 0.001 89 0.8976 7.00 0.364 106 0.014 39 0.202 104 0.036 -145 0.913 107 0.000 0 1.0472 6.00 0.268 167 0.005 23 0.137 151 0.013 -161 0.632 173 0.000 0 1.2566 5.00 0.176 -85 0.002 108 0.064 -87 0.004 -75 0.345 -84 0.000 0 1.5708 4.00 0.088 140 0.000 0 0.033 119 0.001 146 0.151 142 0.000 0 2.0944 3.00 0.035 -118 0.000 0 0.011 -66 0.000 0 0.053 -115 0.000 0

Page 337: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 288 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 225.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.772 -89 0.739 -89 0.999 0 0.122 -89 0.119 90 0.073 179 0.1795 35.00 0.713 -89 0.682 -89 0.999 0 0.151 -89 0.147 90 0.085 179 0.2094 30.00 0.661 -89 0.630 -89 0.997 0 0.198 -89 0.193 90 0.106 179 0.2513 25.00 0.610 -90 0.578 -89 0.995 0 0.280 -89 0.273 90 0.147 179 0.2992 21.00 0.554 -90 0.518 -89 0.989 0 0.396 -89 0.385 90 0.204 179 0.3142 20.00 0.534 -90 0.498 -89 0.986 0 0.437 -89 0.424 90 0.224 179 0.3307 19.00 0.511 -90 0.474 -89 0.983 0 0.484 -89 0.470 90 0.247 179 0.3491 18.00 0.485 -90 0.446 -89 0.979 0 0.538 -89 0.523 90 0.273 179 0.3696 17.00 0.453 -90 0.413 -89 0.973 0 0.603 -89 0.585 90 0.303 179 0.3927 16.00 0.414 -90 0.373 -89 0.965 0 0.678 -89 0.659 90 0.338 179 0.4189 15.00 0.368 -90 0.325 -89 0.955 0 0.769 -89 0.747 90 0.380 179 0.4488 14.00 0.311 -91 0.266 -89 0.940 0 0.877 -89 0.854 90 0.427 179 0.4833 13.00 0.240 -92 0.193 -89 0.919 0 1.007 -89 0.984 90 0.482 179 0.5236 12.00 0.151 -94 0.102 -90 0.887 0 1.162 -89 1.142 90 0.545 179 0.5712 11.00 0.038 -108 0.012 91 0.839 0 1.347 -89 1.336 89 0.612 179 0.6283 10.00 0.109 95 0.153 89 0.766 0 1.561 -90 1.566 88 0.678 180 0.6981 9.00 0.285 88 0.323 87 0.658 0 1.785 -91 1.807 86 0.726 -178 0.7854 8.00 0.460 83 0.500 81 0.498 2 1.928 -97 1.947 82 0.727 -175 0.8976 7.00 0.528 78 0.399 50 0.263 11 1.213 -122 1.738 76 0.647 -168 1.0472 6.00 0.306 85 0.321 137 0.111 73 0.759 -47 0.821 79 0.419 -157 1.2566 5.00 0.129 166 0.124 -172 0.053 158 0.237 33 0.251 166 0.008 126 1.5708 4.00 0.024 8 0.066 26 0.010 -40 0.122 -144 0.041 0 0.055 58 2.0944 3.00 0.009 152 0.019 50 0.002 153 0.048 -138 0.014 148 0.015 -166

Page 338: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 289 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 270.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.004 180 1.046 -89 1.000 0 0.173 -89 0.000 0 0.001 90 0.1795 35.00 0.004 180 0.965 -89 1.000 0 0.214 -89 0.000 0 0.001 90 0.2094 30.00 0.004 180 0.893 -89 1.000 0 0.280 -89 0.000 0 0.001 90 0.2513 25.00 0.004 180 0.820 -89 1.001 0 0.399 -89 0.000 0 0.002 90 0.2992 21.00 0.004 180 0.739 -89 1.001 0 0.567 -89 0.000 0 0.003 90 0.3142 20.00 0.004 180 0.711 -89 1.001 0 0.627 -89 0.000 0 0.003 90 0.3307 19.00 0.004 180 0.679 -89 1.001 0 0.697 -89 0.000 0 0.004 90 0.3491 18.00 0.004 180 0.640 -89 1.001 0 0.780 -89 0.000 0 0.004 90 0.3696 17.00 0.004 180 0.594 -89 1.002 0 0.878 -89 0.000 0 0.005 90 0.3927 16.00 0.004 180 0.538 -89 1.002 0 0.998 -89 0.000 0 0.005 90 0.4189 15.00 0.004 179 0.469 -89 1.003 0 1.144 -89 0.000 0 0.006 90 0.4488 14.00 0.004 179 0.383 -89 1.005 0 1.327 -89 0.000 0 0.007 90 0.4833 13.00 0.004 179 0.272 -88 1.007 0 1.561 -89 0.000 0 0.008 90 0.5236 12.00 0.004 178 0.126 -86 1.012 0 1.870 -90 0.001 98 0.010 90 0.5712 11.00 0.005 176 0.076 81 1.020 0 2.298 -90 0.001 121 0.012 90 0.6283 10.00 0.005 172 0.373 86 1.033 -1 2.936 -91 0.003 127 0.014 90 0.6981 9.00 0.006 162 0.861 82 1.053 -3 3.992 -94 0.006 120 0.019 87 0.7854 8.00 0.008 138 1.840 71 1.067 -9 6.106 -105 0.013 97 0.027 79 0.8976 7.00 0.009 96 3.593 29 0.946 -25 9.281 -147 0.020 56 0.038 40 1.0472 6.00 0.008 50 2.232 -22 0.521 -40 4.664 157 0.021 21 0.016 -10 1.2566 5.00 0.003 16 0.857 -9 0.176 -22 1.419 167 0.009 0 0.002 15 1.5708 4.00 0.001 50 0.287 52 0.044 46 0.302 -135 0.004 51 0.001 -87 2.0944 3.00 0.001 -154 0.033 -91 0.005 -151 0.123 118 0.002 -156 0.015 -15

Page 339: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 290 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 315.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ M O T I O N R E S P O N S E O P E R A T O R S +++ =========================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.772 90 0.739 -89 0.999 0 0.122 -89 0.119 -89 0.073 0 0.1795 35.00 0.713 90 0.682 -89 0.999 0 0.151 -89 0.147 -89 0.085 0 0.2094 30.00 0.661 90 0.630 -89 0.997 0 0.198 -89 0.193 -89 0.106 1 0.2513 25.00 0.610 91 0.578 -89 0.995 0 0.280 -89 0.273 -89 0.147 1 0.2992 21.00 0.554 91 0.519 -89 0.989 0 0.396 -89 0.385 -89 0.204 1 0.3142 20.00 0.534 91 0.498 -89 0.986 0 0.436 -89 0.424 -89 0.224 1 0.3307 19.00 0.511 91 0.475 -89 0.983 0 0.483 -89 0.469 -89 0.247 1 0.3491 18.00 0.485 91 0.447 -89 0.979 0 0.538 -89 0.523 -89 0.273 1 0.3696 17.00 0.453 91 0.413 -89 0.973 0 0.602 -89 0.585 -89 0.303 1 0.3927 16.00 0.415 91 0.374 -89 0.965 0 0.677 -89 0.659 -89 0.338 1 0.4189 15.00 0.368 91 0.325 -88 0.955 0 0.767 -89 0.747 -89 0.379 1 0.4488 14.00 0.311 92 0.267 -88 0.940 0 0.874 -89 0.854 -89 0.427 1 0.4833 13.00 0.240 92 0.194 -88 0.919 0 1.003 -89 0.983 -89 0.482 1 0.5236 12.00 0.151 94 0.104 -86 0.888 0 1.157 -90 1.142 -90 0.545 1 0.5712 11.00 0.038 108 0.012 50 0.841 0 1.339 -90 1.335 -90 0.612 1 0.6283 10.00 0.110 -99 0.149 86 0.770 1 1.548 -90 1.563 -92 0.679 1 0.6981 9.00 0.287 -97 0.315 86 0.665 2 1.761 -91 1.800 -94 0.727 2 0.7854 8.00 0.464 -100 0.483 80 0.512 4 1.883 -97 1.934 -98 0.731 6 0.8976 7.00 0.535 -104 0.375 55 0.285 12 1.167 -117 1.726 -105 0.655 12 1.0472 6.00 0.311 -97 0.330 133 0.113 69 0.786 -50 0.812 -103 0.419 24 1.2566 5.00 0.129 -15 0.125 -174 0.054 154 0.237 30 0.243 -15 0.003 103 1.5708 4.00 0.022 -173 0.064 23 0.010 -45 0.119 -148 0.037 -179 0.053 -120 2.0944 3.00 0.007 -44 0.018 51 0.003 164 0.042 -136 0.011 -44 0.014 25

Page 340: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 291 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.68 0.03 2.63 0.09 9.12 0.00 7.90 1.55 0.03 2.97 0.08 9.06 0.00 8.33 1.49 0.03 3.27 0.07 8.89 0.00 8.76 1.51 0.03 3.54 0.07 8.66 0.00 9.20 1.61 0.02 3.77 0.06 8.39 0.00 9.63 1.75 0.02 3.97 0.06 8.11 0.00 10.06 1.92 0.02 4.15 0.05 7.81 0.00 10.49 2.10 0.02 4.30 0.05 7.52 0.00 10.92 2.29 0.02 4.43 0.05 7.23 0.00 11.35 2.46 0.02 4.55 0.04 6.96 0.00

Page 341: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 292 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.33 0.03 1.67 0.07 6.28 0.00 7.90 1.20 0.03 1.80 0.07 6.03 0.00 8.33 1.11 0.02 1.89 0.06 5.75 0.00 8.76 1.07 0.02 1.97 0.06 5.44 0.00 9.20 1.05 0.02 2.02 0.05 5.15 0.00 9.63 1.06 0.02 2.05 0.05 4.87 0.00 10.06 1.07 0.02 2.07 0.04 4.60 0.00 10.49 1.10 0.02 2.07 0.04 4.35 0.00 10.92 1.12 0.01 2.07 0.04 4.11 0.00 11.35 1.15 0.01 2.06 0.04 3.89 0.00

Page 342: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 293 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 1.14 0.03 1.11 0.06 4.55 0.00 7.90 1.03 0.02 1.14 0.06 4.25 0.00 8.33 0.94 0.02 1.15 0.05 3.95 0.00 8.76 0.88 0.02 1.15 0.05 3.68 0.00 9.20 0.83 0.02 1.14 0.05 3.42 0.00 9.63 0.79 0.02 1.12 0.04 3.19 0.00 10.06 0.75 0.02 1.09 0.04 2.98 0.00 10.49 0.72 0.01 1.06 0.04 2.79 0.00 10.92 0.70 0.01 1.03 0.03 2.61 0.00 11.35 0.67 0.01 1.00 0.03 2.45 0.00

Page 343: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 294 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.58 1.58 3.69 8.33 8.59 3.57 7.90 1.45 1.44 3.94 8.06 8.27 3.50 8.33 1.39 1.34 4.14 7.76 7.93 3.41 8.76 1.38 1.30 4.32 7.45 7.58 3.30 9.20 1.42 1.31 4.47 7.14 7.24 3.19 9.63 1.49 1.36 4.60 6.83 6.91 3.07 10.06 1.59 1.43 4.72 6.53 6.59 2.96 10.49 1.69 1.52 4.81 6.25 6.29 2.84 10.92 1.79 1.62 4.89 5.97 6.00 2.73 11.35 1.90 1.72 4.97 5.71 5.73 2.62

Page 344: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 295 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.32 1.30 2.42 5.98 6.29 2.58 7.90 1.20 1.17 2.47 5.62 5.89 2.45 8.33 1.12 1.07 2.49 5.27 5.51 2.31 8.76 1.06 1.01 2.50 4.95 5.15 2.18 9.20 1.02 0.96 2.49 4.64 4.82 2.06 9.63 0.99 0.93 2.47 4.36 4.52 1.94 10.06 0.98 0.91 2.44 4.10 4.24 1.82 10.49 0.97 0.90 2.41 3.86 3.98 1.72 10.92 0.96 0.89 2.37 3.63 3.74 1.62 11.35 0.96 0.89 2.33 3.42 3.53 1.53

Page 345: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 296 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 1.18 1.13 1.65 4.54 4.88 1.99 7.90 1.07 1.02 1.62 4.18 4.49 1.85 8.33 0.99 0.94 1.57 3.86 4.14 1.71 8.76 0.91 0.86 1.52 3.57 3.83 1.59 9.20 0.85 0.81 1.47 3.31 3.54 1.47 9.63 0.80 0.75 1.41 3.08 3.29 1.37 10.06 0.76 0.71 1.36 2.87 3.06 1.28 10.49 0.71 0.67 1.31 2.68 2.85 1.19 10.92 0.68 0.64 1.25 2.50 2.66 1.11 11.35 0.64 0.60 1.20 2.34 2.49 1.04

Page 346: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 297 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 0.05 7.95 5.43 24.72 0.09 0.11 7.90 0.04 7.24 5.47 22.90 0.08 0.10 8.33 0.04 6.64 5.50 21.30 0.08 0.10 8.76 0.04 6.14 5.52 19.86 0.07 0.09 9.20 0.04 5.71 5.54 18.54 0.06 0.08 9.63 0.03 5.35 5.55 17.34 0.06 0.08 10.06 0.03 5.05 5.56 16.24 0.05 0.07 10.49 0.03 4.80 5.56 15.24 0.05 0.07 10.92 0.03 4.60 5.57 14.32 0.05 0.07 11.35 0.03 4.45 5.57 13.48 0.04 0.06

Page 347: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 298 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.04 7.30 3.85 20.71 0.09 0.09 7.90 0.04 6.65 3.72 18.99 0.08 0.08 8.33 0.03 6.10 3.60 17.49 0.07 0.08 8.76 0.03 5.61 3.47 16.15 0.07 0.07 9.20 0.03 5.18 3.36 14.94 0.06 0.06 9.63 0.03 4.79 3.24 13.85 0.06 0.06 10.06 0.03 4.45 3.14 12.86 0.05 0.06 10.49 0.02 4.15 3.03 11.96 0.05 0.05 10.92 0.02 3.87 2.94 11.15 0.04 0.05 11.35 0.02 3.63 2.84 10.41 0.04 0.05

Page 348: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 299 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.04 7.01 2.92 18.42 0.09 0.08 7.90 0.03 6.39 2.74 16.82 0.08 0.07 8.33 0.03 5.85 2.57 15.42 0.07 0.07 8.76 0.03 5.37 2.41 14.18 0.07 0.06 9.20 0.03 4.94 2.27 13.07 0.06 0.06 9.63 0.02 4.55 2.14 12.07 0.06 0.05 10.06 0.02 4.21 2.02 11.17 0.05 0.05 10.49 0.02 3.90 1.90 10.36 0.05 0.04 10.92 0.02 3.62 1.80 9.62 0.04 0.04 11.35 0.02 3.37 1.70 8.96 0.04 0.04

Page 349: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 300 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.56 1.52 3.66 8.20 8.61 3.56 7.90 1.44 1.38 3.91 7.95 8.29 3.49 8.33 1.37 1.29 4.13 7.66 7.94 3.40 8.76 1.37 1.26 4.31 7.36 7.59 3.30 9.20 1.41 1.28 4.46 7.05 7.25 3.18 9.63 1.49 1.33 4.59 6.75 6.92 3.07 10.06 1.58 1.41 4.71 6.46 6.60 2.95 10.49 1.68 1.50 4.80 6.18 6.30 2.84 10.92 1.79 1.60 4.89 5.91 6.01 2.73 11.35 1.90 1.71 4.96 5.66 5.73 2.62

Page 350: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 301 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.31 1.24 2.39 5.88 6.31 2.57 7.90 1.19 1.12 2.45 5.53 5.91 2.44 8.33 1.10 1.03 2.47 5.19 5.52 2.31 8.76 1.05 0.97 2.48 4.87 5.17 2.18 9.20 1.01 0.92 2.47 4.57 4.84 2.05 9.63 0.99 0.90 2.46 4.30 4.53 1.93 10.06 0.97 0.88 2.43 4.04 4.25 1.82 10.49 0.96 0.87 2.40 3.80 3.99 1.72 10.92 0.96 0.87 2.36 3.58 3.75 1.62 11.35 0.96 0.87 2.33 3.38 3.53 1.53

Page 351: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 302 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 1.16 1.09 1.63 4.45 4.91 1.98 7.90 1.06 0.99 1.60 4.10 4.51 1.84 8.33 0.97 0.90 1.56 3.79 4.16 1.70 8.76 0.90 0.83 1.51 3.51 3.84 1.58 9.20 0.84 0.78 1.46 3.25 3.56 1.47 9.63 0.79 0.73 1.40 3.02 3.30 1.36 10.06 0.75 0.69 1.35 2.82 3.07 1.27 10.49 0.71 0.65 1.30 2.63 2.87 1.19 10.92 0.67 0.62 1.24 2.46 2.68 1.11 11.35 0.64 0.59 1.19 2.30 2.50 1.04

Page 352: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 303 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.66 0.03 2.61 0.09 9.14 0.00 7.90 1.53 0.03 2.95 0.08 9.08 0.00 8.33 1.47 0.03 3.25 0.07 8.91 0.00 8.76 1.50 0.03 3.52 0.07 8.68 0.00 9.20 1.60 0.02 3.76 0.06 8.41 0.00 9.63 1.75 0.02 3.96 0.06 8.12 0.00 10.06 1.92 0.02 4.14 0.05 7.82 0.00 10.49 2.10 0.02 4.29 0.05 7.53 0.00 10.92 2.28 0.02 4.43 0.05 7.24 0.00 11.35 2.46 0.02 4.54 0.04 6.96 0.00

Page 353: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 304 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.31 0.03 1.64 0.07 6.31 0.00 7.90 1.18 0.03 1.78 0.07 6.06 0.00 8.33 1.10 0.02 1.88 0.06 5.76 0.00 8.76 1.05 0.02 1.96 0.06 5.46 0.00 9.20 1.04 0.02 2.01 0.05 5.16 0.00 9.63 1.05 0.02 2.04 0.05 4.88 0.00 10.06 1.06 0.02 2.06 0.04 4.61 0.00 10.49 1.09 0.02 2.06 0.04 4.36 0.00 10.92 1.11 0.02 2.06 0.04 4.12 0.00 11.35 1.14 0.01 2.05 0.04 3.90 0.00

Page 354: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 305 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 1.12 0.03 1.09 0.07 4.58 0.00 7.90 1.01 0.02 1.13 0.06 4.27 0.00 8.33 0.93 0.02 1.14 0.05 3.97 0.00 8.76 0.86 0.02 1.14 0.05 3.70 0.00 9.20 0.81 0.02 1.13 0.05 3.44 0.00 9.63 0.78 0.02 1.11 0.04 3.21 0.00 10.06 0.74 0.02 1.08 0.04 2.99 0.00 10.49 0.72 0.01 1.05 0.04 2.80 0.00 10.92 0.69 0.01 1.02 0.03 2.62 0.00 11.35 0.67 0.01 0.99 0.03 2.46 0.00

Page 355: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 306 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.56 1.57 3.66 8.32 8.62 3.56 7.90 1.44 1.43 3.91 8.05 8.30 3.49 8.33 1.38 1.34 4.13 7.75 7.95 3.40 8.76 1.37 1.30 4.31 7.44 7.60 3.30 9.20 1.41 1.31 4.46 7.13 7.25 3.18 9.63 1.49 1.36 4.59 6.83 6.92 3.07 10.06 1.58 1.43 4.71 6.53 6.60 2.95 10.49 1.68 1.52 4.80 6.24 6.30 2.84 10.92 1.79 1.62 4.89 5.97 6.01 2.73 11.35 1.90 1.72 4.96 5.71 5.74 2.62

Page 356: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 307 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.31 1.29 2.39 5.97 6.31 2.57 7.90 1.19 1.16 2.45 5.61 5.91 2.44 8.33 1.11 1.07 2.47 5.27 5.53 2.31 8.76 1.05 1.00 2.48 4.94 5.17 2.17 9.20 1.01 0.95 2.47 4.64 4.84 2.05 9.63 0.99 0.92 2.46 4.36 4.53 1.93 10.06 0.97 0.90 2.43 4.09 4.25 1.82 10.49 0.96 0.89 2.40 3.85 3.99 1.72 10.92 0.96 0.89 2.36 3.63 3.76 1.62 11.35 0.96 0.88 2.33 3.42 3.54 1.53

Page 357: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 308 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 1.17 1.13 1.63 4.53 4.91 1.98 7.90 1.06 1.02 1.60 4.17 4.51 1.84 8.33 0.97 0.93 1.56 3.85 4.16 1.70 8.76 0.90 0.86 1.51 3.56 3.84 1.58 9.20 0.84 0.80 1.46 3.31 3.56 1.47 9.63 0.79 0.75 1.40 3.07 3.31 1.36 10.06 0.75 0.71 1.35 2.86 3.08 1.27 10.49 0.71 0.67 1.30 2.67 2.87 1.19 10.92 0.67 0.63 1.24 2.50 2.68 1.11 11.35 0.64 0.60 1.19 2.34 2.50 1.04

Page 358: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 309 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 0.03 7.95 5.43 24.72 0.05 0.11 7.90 0.03 7.24 5.47 22.90 0.05 0.10 8.33 0.03 6.64 5.50 21.30 0.04 0.10 8.76 0.03 6.14 5.52 19.86 0.04 0.09 9.20 0.03 5.71 5.54 18.54 0.04 0.08 9.63 0.03 5.35 5.55 17.34 0.04 0.08 10.06 0.03 5.05 5.56 16.24 0.03 0.07 10.49 0.03 4.80 5.56 15.24 0.03 0.07 10.92 0.03 4.60 5.57 14.32 0.03 0.07 11.35 0.03 4.45 5.57 13.48 0.03 0.06

Page 359: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 310 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 0.03 7.30 3.85 20.71 0.05 0.09 7.90 0.03 6.65 3.72 18.99 0.05 0.08 8.33 0.02 6.10 3.60 17.49 0.04 0.08 8.76 0.02 5.61 3.47 16.15 0.04 0.07 9.20 0.02 5.18 3.36 14.94 0.04 0.06 9.63 0.02 4.79 3.24 13.85 0.03 0.06 10.06 0.02 4.45 3.14 12.86 0.03 0.06 10.49 0.02 4.15 3.03 11.96 0.03 0.05 10.92 0.02 3.88 2.94 11.15 0.03 0.05 11.35 0.02 3.63 2.84 10.41 0.02 0.05

Page 360: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 311 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 0.02 7.01 2.92 18.42 0.05 0.08 7.90 0.02 6.39 2.74 16.82 0.05 0.07 8.33 0.02 5.85 2.57 15.42 0.04 0.07 8.76 0.02 5.37 2.41 14.18 0.04 0.06 9.20 0.02 4.94 2.27 13.07 0.04 0.06 9.63 0.02 4.55 2.14 12.07 0.03 0.05 10.06 0.01 4.21 2.02 11.17 0.03 0.05 10.49 0.01 3.90 1.90 10.36 0.03 0.04 10.92 0.01 3.62 1.80 9.63 0.03 0.04 11.35 0.01 3.37 1.70 8.96 0.02 0.04

Page 361: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 312 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ M O T I O N S T A T I S T I C S +++ ===========================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Sway Heave Roll Pitch Yaw ------ ----- ---- ----- ---- ----- ---

7.47 1.58 1.53 3.69 8.21 8.58 3.57 7.90 1.45 1.39 3.94 7.95 8.26 3.50 8.33 1.39 1.30 4.14 7.67 7.92 3.41 8.76 1.38 1.27 4.32 7.36 7.58 3.30 9.20 1.42 1.28 4.47 7.06 7.23 3.19 9.63 1.49 1.34 4.60 6.76 6.90 3.07 10.06 1.59 1.41 4.72 6.47 6.59 2.96 10.49 1.69 1.51 4.81 6.19 6.28 2.84 10.92 1.79 1.61 4.89 5.92 6.00 2.73 11.35 1.90 1.71 4.97 5.66 5.72 2.62

Page 362: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 313 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ V E L O C I T Y S T A T I S T I C S +++ =================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Vel Sway Vel Heave Vel Roll Vel Pitch Vel Yaw Vel ------ --------- -------- --------- -------- --------- -------

7.47 1.32 1.25 2.42 5.89 6.28 2.58 7.90 1.20 1.13 2.47 5.54 5.88 2.45 8.33 1.12 1.04 2.49 5.20 5.50 2.31 8.76 1.06 0.97 2.50 4.88 5.15 2.18 9.20 1.02 0.93 2.49 4.58 4.82 2.05 9.63 0.99 0.90 2.47 4.30 4.52 1.94 10.06 0.98 0.89 2.44 4.04 4.24 1.82 10.49 0.97 0.88 2.41 3.81 3.98 1.72 10.92 0.96 0.87 2.37 3.58 3.74 1.62 11.35 0.96 0.87 2.33 3.38 3.52 1.53

Page 363: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 314 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ A C C E L E R A T I O N S T A T I S T I C S +++ =======================================================

Results are in Body System

Of *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Surge Acc Sway Acc Heave Acc Roll Acc Pitch Acc Yaw Acc ------ --------- -------- --------- -------- --------- -------

7.47 1.18 1.10 1.65 4.46 4.88 1.99 7.90 1.07 0.99 1.62 4.11 4.49 1.85 8.33 0.98 0.91 1.57 3.80 4.14 1.71 8.76 0.91 0.84 1.52 3.51 3.82 1.59 9.20 0.85 0.78 1.47 3.26 3.54 1.47 9.63 0.80 0.73 1.41 3.03 3.29 1.37 10.06 0.75 0.69 1.36 2.82 3.06 1.28 10.49 0.71 0.65 1.31 2.63 2.85 1.19 10.92 0.68 0.62 1.25 2.46 2.66 1.11 11.35 0.64 0.59 1.20 2.31 2.49 1.04

Page 364: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 315 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 0.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 86 0.00 0 0.02 -179 0.00 0 0.00 90 0.00 0 0.1795 35.00 0.00 87 0.00 0 0.03 -179 0.00 0 0.01 90 0.00 0 0.2094 30.00 0.01 87 0.00 0 0.04 -179 0.00 0 0.01 90 0.00 0 0.2513 25.00 0.01 87 0.00 0 0.06 -179 0.00 0 0.02 90 0.00 0 0.2992 21.00 0.02 88 0.00 0 0.09 -179 0.00 0 0.05 90 0.00 0 0.3142 20.00 0.03 88 0.00 0 0.10 -179 0.00 0 0.06 90 0.00 0 0.3307 19.00 0.04 88 0.00 0 0.11 -179 0.00 0 0.07 90 0.00 0 0.3491 18.00 0.04 88 0.00 0 0.12 -179 0.00 0 0.09 90 0.00 0 0.3696 17.00 0.05 88 0.00 0 0.13 -179 0.00 0 0.11 90 0.00 0 0.3927 16.00 0.07 88 0.00 0 0.14 -179 0.00 0 0.14 90 0.00 0 0.4189 15.00 0.09 88 0.00 0 0.16 -179 0.00 0 0.18 90 0.00 0 0.4488 14.00 0.12 88 0.00 0 0.18 -179 0.00 -89 0.23 90 0.00 0 0.4833 13.00 0.16 88 0.00 89 0.19 -179 0.00 -90 0.31 89 0.00 0 0.5236 12.00 0.21 88 0.00 89 0.21 -178 0.00 -91 0.41 89 0.00 0 0.5712 11.00 0.29 87 0.00 87 0.22 -178 0.00 -93 0.56 88 0.00 89 0.6283 10.00 0.40 86 0.00 84 0.21 -175 0.00 -96 0.75 87 0.00 88 0.6981 9.00 0.52 84 0.00 79 0.18 -166 0.01 -102 0.95 85 0.00 87 0.7854 8.00 0.58 84 0.01 68 0.13 -130 0.01 -114 1.01 84 0.00 87 0.8976 7.00 0.45 103 0.02 34 0.17 -77 0.03 -148 0.72 104 0.00 96 1.0472 6.00 0.41 166 0.01 20 0.16 -31 0.01 -162 0.68 172 0.00 180 1.2566 5.00 0.34 -88 0.00 104 0.10 88 0.01 -78 0.54 -87 0.00 -75 1.5708 4.00 0.25 135 0.00 -35 0.08 -65 0.00 142 0.37 138 0.00 0 2.0944 3.00 0.20 -128 0.00 51 0.05 96 0.00 -129 0.27 -128 0.00 0

Page 365: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 316 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 45.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 86 0.00 89 0.02 -179 0.00 -89 0.00 90 0.00 1 0.1795 35.00 0.00 86 0.00 89 0.03 -179 0.00 -89 0.00 90 0.00 1 0.2094 30.00 0.00 87 0.01 89 0.04 -179 0.01 -89 0.01 90 0.00 1 0.2513 25.00 0.01 88 0.01 89 0.06 -179 0.02 -89 0.02 90 0.01 1 0.2992 21.00 0.02 88 0.02 89 0.09 -179 0.04 -89 0.03 90 0.02 1 0.3142 20.00 0.02 88 0.03 89 0.10 -179 0.04 -89 0.04 90 0.02 1 0.3307 19.00 0.02 88 0.03 89 0.11 -179 0.05 -89 0.05 90 0.03 1 0.3491 18.00 0.03 88 0.04 89 0.12 -179 0.07 -89 0.06 90 0.03 1 0.3696 17.00 0.04 88 0.05 89 0.13 -179 0.08 -89 0.08 90 0.04 1 0.3927 16.00 0.05 88 0.06 89 0.15 -179 0.10 -89 0.10 90 0.05 1 0.4189 15.00 0.06 88 0.07 89 0.17 -179 0.13 -89 0.13 90 0.07 1 0.4488 14.00 0.08 88 0.10 89 0.19 -179 0.18 -89 0.17 90 0.09 1 0.4833 13.00 0.11 88 0.13 89 0.21 -179 0.24 -89 0.23 90 0.11 1 0.5236 12.00 0.15 88 0.17 89 0.24 -179 0.32 -90 0.31 89 0.15 1 0.5712 11.00 0.22 88 0.23 89 0.27 -179 0.44 -90 0.44 89 0.20 1 0.6283 10.00 0.31 86 0.33 88 0.30 -178 0.62 -90 0.62 87 0.27 1 0.6981 9.00 0.45 84 0.46 87 0.32 -177 0.87 -92 0.88 85 0.35 2 0.7854 8.00 0.62 80 0.64 81 0.32 -175 1.19 -97 1.19 80 0.45 6 0.8976 7.00 0.73 75 0.54 53 0.23 -167 0.99 -122 1.39 74 0.53 12 1.0472 6.00 0.48 80 0.48 133 0.12 -110 0.83 -49 0.89 76 0.46 24 1.2566 5.00 0.25 164 0.23 -170 0.09 -25 0.37 31 0.38 164 0.00 107 1.5708 4.00 0.06 5 0.18 24 0.02 134 0.29 -148 0.09 0 0.13 -120 2.0944 3.00 0.03 136 0.08 50 0.02 -15 0.19 -136 0.05 135 0.06 25

Page 366: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 317 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 0 0.00 90 0.02 -179 0.00 -89 0.00 0 0.00 0 0.1795 35.00 0.00 0 0.01 90 0.03 -179 0.01 -89 0.00 0 0.00 0 0.2094 30.00 0.00 0 0.01 90 0.04 -179 0.01 -89 0.00 0 0.00 0 0.2513 25.00 0.00 0 0.02 90 0.06 -179 0.03 -89 0.00 0 0.00 0 0.2992 21.00 0.00 0 0.03 90 0.09 -179 0.05 -89 0.00 0 0.00 90 0.3142 20.00 0.00 0 0.04 90 0.10 -179 0.06 -89 0.00 0 0.00 90 0.3307 19.00 0.00 0 0.05 89 0.11 -179 0.08 -89 0.00 0 0.00 90 0.3491 18.00 0.00 0 0.06 89 0.12 -179 0.09 -89 0.00 0 0.00 90 0.3696 17.00 0.00 0 0.07 89 0.14 -179 0.12 -89 0.00 0 0.00 90 0.3927 16.00 0.00 3 0.09 89 0.15 -179 0.15 -89 0.00 0 0.00 90 0.4189 15.00 0.00 3 0.11 89 0.18 -179 0.20 -89 0.00 0 0.00 90 0.4488 14.00 0.00 4 0.15 89 0.20 180 0.27 -89 0.00 0 0.00 90 0.4833 13.00 0.00 5 0.20 89 0.24 180 0.36 -89 0.00 0 0.00 90 0.5236 12.00 0.00 6 0.29 89 0.28 180 0.51 -90 0.00 0 0.00 90 0.5712 11.00 0.00 6 0.42 89 0.33 179 0.75 -90 0.00 36 0.00 90 0.6283 10.00 0.00 5 0.65 88 0.41 178 1.16 -91 0.00 16 0.01 90 0.6981 9.00 0.00 -2 1.10 84 0.51 176 1.94 -94 0.00 -3 0.01 87 0.7854 8.00 0.01 -22 2.18 73 0.66 170 3.76 -105 0.01 -31 0.02 79 0.8976 7.00 0.02 -69 4.48 30 0.76 154 7.47 -147 0.03 -82 0.03 40 1.0472 6.00 0.02 -139 3.24 -22 0.57 139 5.11 157 0.04 -153 0.02 -10 1.2566 5.00 0.01 -163 1.60 -10 0.28 157 2.24 167 0.02 -174 0.00 15 1.5708 4.00 0.00 -127 0.76 51 0.11 -133 0.75 -135 0.01 -128 0.00 -87 2.0944 3.00 0.00 29 0.17 -87 0.02 28 0.54 118 0.01 28 0.07 -15

Page 367: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 318 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 135.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -85 0.00 91 0.02 180 0.00 -89 0.00 -89 0.00 180 0.1795 35.00 0.00 -85 0.00 91 0.03 180 0.00 -89 0.00 -89 0.00 180 0.2094 30.00 0.00 -86 0.01 91 0.04 180 0.01 -89 0.01 -89 0.00 179 0.2513 25.00 0.01 -87 0.01 91 0.06 180 0.02 -89 0.02 -89 0.01 179 0.2992 21.00 0.02 -87 0.02 90 0.09 180 0.04 -89 0.03 -89 0.02 179 0.3142 20.00 0.02 -87 0.03 90 0.10 180 0.04 -89 0.04 -89 0.02 179 0.3307 19.00 0.02 -87 0.03 90 0.11 180 0.05 -89 0.05 -89 0.03 179 0.3491 18.00 0.03 -87 0.04 90 0.12 180 0.07 -89 0.06 -89 0.03 179 0.3696 17.00 0.04 -87 0.05 90 0.13 180 0.08 -89 0.08 -89 0.04 179 0.3927 16.00 0.05 -87 0.06 90 0.15 180 0.10 -89 0.10 -89 0.05 179 0.4189 15.00 0.06 -87 0.07 90 0.17 180 0.13 -89 0.13 -89 0.07 179 0.4488 14.00 0.08 -88 0.10 90 0.19 180 0.18 -89 0.17 -89 0.09 179 0.4833 13.00 0.11 -88 0.13 90 0.21 180 0.23 -89 0.23 -89 0.11 179 0.5236 12.00 0.15 -88 0.17 90 0.24 179 0.32 -89 0.31 -89 0.15 179 0.5712 11.00 0.22 -89 0.23 90 0.27 179 0.44 -89 0.44 -90 0.20 180 0.6283 10.00 0.31 -90 0.32 89 0.30 180 0.61 -90 0.62 -91 0.27 180 0.6981 9.00 0.45 -92 0.45 88 0.32 -179 0.86 -91 0.88 -93 0.35 -178 0.7854 8.00 0.62 -97 0.62 82 0.31 -177 1.16 -96 1.20 -97 0.45 -175 0.8976 7.00 0.72 -102 0.49 58 0.21 -168 0.92 -117 1.40 -103 0.52 -168 1.0472 6.00 0.47 -95 0.50 134 0.12 -106 0.86 -48 0.90 -100 0.46 -157 1.2566 5.00 0.25 -13 0.24 -168 0.08 -21 0.38 32 0.40 -13 0.01 124 1.5708 4.00 0.07 -172 0.18 27 0.02 139 0.30 -144 0.10 -179 0.13 58 2.0944 3.00 0.04 -28 0.09 50 0.01 -26 0.21 -138 0.06 -31 0.07 -166

Page 368: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 319 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -85 0.00 0 0.02 180 0.00 0 0.00 -89 0.00 0 0.1795 35.00 0.00 -86 0.00 0 0.03 180 0.00 0 0.01 -89 0.00 0 0.2094 30.00 0.01 -86 0.00 0 0.04 180 0.00 0 0.01 -89 0.00 0 0.2513 25.00 0.01 -86 0.00 0 0.06 180 0.00 0 0.02 -89 0.00 0 0.2992 21.00 0.02 -87 0.00 0 0.09 180 0.00 0 0.05 -89 0.00 0 0.3142 20.00 0.03 -87 0.00 0 0.10 180 0.00 0 0.06 -89 0.00 0 0.3307 19.00 0.04 -87 0.00 0 0.11 180 0.00 0 0.07 -89 0.00 0 0.3491 18.00 0.04 -87 0.00 0 0.12 180 0.00 0 0.09 -89 0.00 0 0.3696 17.00 0.05 -87 0.00 0 0.13 180 0.00 0 0.11 -89 0.00 0 0.3927 16.00 0.07 -87 0.00 0 0.14 180 0.00 0 0.14 -89 0.00 0 0.4189 15.00 0.09 -87 0.00 0 0.16 180 0.00 0 0.18 -89 0.00 0 0.4488 14.00 0.12 -87 0.00 0 0.18 179 0.00 89 0.23 -89 0.00 0 0.4833 13.00 0.16 -88 0.00 -90 0.19 179 0.00 89 0.31 -89 0.00 0 0.5236 12.00 0.21 -88 0.00 -90 0.21 179 0.00 88 0.41 -89 0.00 0 0.5712 11.00 0.29 -88 0.00 -91 0.22 180 0.00 87 0.56 -90 0.00 -89 0.6283 10.00 0.40 -90 0.00 -94 0.21 -177 0.00 84 0.75 -91 0.00 -90 0.6981 9.00 0.52 -92 0.00 -99 0.17 -168 0.01 78 0.95 -93 0.00 -91 0.7854 8.00 0.58 -92 0.01 -109 0.12 -131 0.01 67 1.02 -93 0.00 -90 0.8976 7.00 0.45 -73 0.02 -142 0.16 -75 0.03 34 0.74 -72 0.00 -81 1.0472 6.00 0.40 -10 0.01 -157 0.15 -28 0.01 18 0.69 -6 0.00 2 1.2566 5.00 0.34 94 0.00 -72 0.10 92 0.01 104 0.54 95 0.00 107 1.5708 4.00 0.24 -39 0.00 148 0.08 -60 0.00 -33 0.37 -37 0.00 0 2.0944 3.00 0.16 61 0.00 -115 0.05 113 0.00 63 0.23 64 0.00 0

Page 369: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 320 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 225.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 -85 0.00 -88 0.02 180 0.00 90 0.00 -89 0.00 0 0.1795 35.00 0.00 -85 0.00 -88 0.03 180 0.00 90 0.00 -89 0.00 0 0.2094 30.00 0.00 -86 0.01 -88 0.04 180 0.01 90 0.01 -89 0.00 0 0.2513 25.00 0.01 -87 0.01 -89 0.06 180 0.02 90 0.02 -89 0.01 0 0.2992 21.00 0.02 -87 0.02 -89 0.09 180 0.04 90 0.03 -89 0.02 0 0.3142 20.00 0.02 -87 0.03 -89 0.10 180 0.04 90 0.04 -89 0.02 0 0.3307 19.00 0.02 -87 0.03 -89 0.11 180 0.05 90 0.05 -89 0.03 0 0.3491 18.00 0.03 -87 0.04 -89 0.12 180 0.07 90 0.06 -89 0.03 0 0.3696 17.00 0.04 -87 0.05 -89 0.13 180 0.08 90 0.08 -89 0.04 0 0.3927 16.00 0.05 -87 0.06 -89 0.15 180 0.10 90 0.10 -89 0.05 0 0.4189 15.00 0.06 -87 0.07 -89 0.17 180 0.13 90 0.13 -89 0.07 0 0.4488 14.00 0.08 -88 0.10 -89 0.19 180 0.18 90 0.17 -89 0.09 0 0.4833 13.00 0.11 -88 0.13 -89 0.21 180 0.24 90 0.23 -89 0.11 0 0.5236 12.00 0.15 -88 0.17 -89 0.24 179 0.32 90 0.31 -89 0.15 0 0.5712 11.00 0.22 -89 0.23 -89 0.27 179 0.44 90 0.44 -90 0.20 0 0.6283 10.00 0.31 -90 0.33 -90 0.30 180 0.62 89 0.62 -91 0.27 0 0.6981 9.00 0.45 -92 0.46 -91 0.32 -179 0.87 88 0.88 -93 0.35 1 0.7854 8.00 0.62 -97 0.64 -98 0.31 -177 1.19 82 1.20 -97 0.45 4 0.8976 7.00 0.72 -102 0.53 -127 0.21 -168 0.98 57 1.40 -103 0.52 11 1.0472 6.00 0.48 -95 0.48 -43 0.12 -106 0.83 132 0.90 -100 0.46 22 1.2566 5.00 0.25 -13 0.23 11 0.08 -21 0.37 -146 0.40 -13 0.01 -53 1.5708 4.00 0.07 -172 0.18 -152 0.02 139 0.30 35 0.10 -179 0.13 -121 2.0944 3.00 0.04 -27 0.09 -129 0.01 -26 0.21 41 0.06 -31 0.07 13

Page 370: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 321 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 270.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 0 0.00 -89 0.02 -179 0.00 90 0.00 0 0.00 0 0.1795 35.00 0.00 0 0.01 -89 0.03 -179 0.01 90 0.00 0 0.00 0 0.2094 30.00 0.00 0 0.01 -89 0.04 -179 0.01 90 0.00 0 0.00 0 0.2513 25.00 0.00 0 0.02 -89 0.06 -179 0.03 90 0.00 0 0.00 0 0.2992 21.00 0.00 0 0.03 -89 0.09 -179 0.05 90 0.00 0 0.00 -89 0.3142 20.00 0.00 0 0.04 -90 0.10 -179 0.06 90 0.00 0 0.00 -89 0.3307 19.00 0.00 0 0.05 -90 0.11 -179 0.08 90 0.00 0 0.00 -89 0.3491 18.00 0.00 0 0.06 -90 0.12 -179 0.09 90 0.00 0 0.00 -89 0.3696 17.00 0.00 0 0.07 -90 0.14 -179 0.12 90 0.00 0 0.00 -89 0.3927 16.00 0.00 -2 0.09 -90 0.15 -179 0.15 90 0.00 0 0.00 -89 0.4189 15.00 0.00 -2 0.11 -90 0.18 -179 0.20 90 0.00 0 0.00 -89 0.4488 14.00 0.00 -3 0.15 -90 0.20 180 0.27 90 0.00 0 0.00 -89 0.4833 13.00 0.00 -4 0.20 -90 0.24 180 0.36 90 0.00 0 0.00 -89 0.5236 12.00 0.00 -6 0.29 -90 0.28 180 0.51 89 0.00 0 0.00 -89 0.5712 11.00 0.00 -9 0.42 -90 0.33 179 0.75 89 0.00 -58 0.00 -89 0.6283 10.00 0.00 -15 0.65 -91 0.41 178 1.16 88 0.00 -52 0.01 -89 0.6981 9.00 0.00 -28 1.10 -95 0.51 176 1.94 85 0.00 -59 0.01 -92 0.7854 8.00 0.01 -53 2.18 -106 0.66 170 3.76 74 0.01 -82 0.02 -100 0.8976 7.00 0.01 -96 4.48 -149 0.76 154 7.47 32 0.02 -123 0.03 -139 1.0472 6.00 0.01 -138 3.24 157 0.57 139 5.11 -22 0.02 -158 0.02 169 1.2566 5.00 0.01 -167 1.60 169 0.28 157 2.24 -12 0.01 180 0.00 -164 1.5708 4.00 0.00 -129 0.76 -128 0.11 -133 0.75 44 0.01 -128 0.00 92 2.0944 3.00 0.00 25 0.17 92 0.02 28 0.54 -61 0.01 23 0.07 164

Page 371: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 322 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * Heading = 315.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 12 * * * ***************************************************************************************************************

+++ C A R G O F O R C E R E S P O N S E O P E R A T O R S +++ ===================================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

/--- ENCOUNTER ---/ /-------------- F O R C E S ------------------/ /--------------- M O M E N T S ----------------/ Frequency Period Long./Wave Am. Trans/Wave Am. Vert./Wave Am. Roll/Wave Am. Pitch/Wave Am. Yaw/Wave Am. (Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase

0.1571 40.00 0.00 86 0.00 -90 0.02 -179 0.00 90 0.00 90 0.00 -179 0.1795 35.00 0.00 86 0.00 -90 0.03 -179 0.00 90 0.00 90 0.00 -179 0.2094 30.00 0.00 87 0.01 -90 0.04 -179 0.01 90 0.01 90 0.00 -178 0.2513 25.00 0.01 88 0.01 -90 0.06 -179 0.02 90 0.02 90 0.01 -178 0.2992 21.00 0.02 88 0.02 -90 0.09 -179 0.04 90 0.03 90 0.02 -178 0.3142 20.00 0.02 88 0.03 -90 0.10 -179 0.04 90 0.04 90 0.02 -178 0.3307 19.00 0.02 88 0.03 -90 0.11 -179 0.05 90 0.05 90 0.03 -178 0.3491 18.00 0.03 88 0.04 -90 0.12 -179 0.07 90 0.06 90 0.03 -178 0.3696 17.00 0.04 88 0.05 -90 0.13 -179 0.08 90 0.08 90 0.04 -178 0.3927 16.00 0.05 88 0.06 -90 0.15 -179 0.10 90 0.10 90 0.05 -178 0.4189 15.00 0.06 88 0.07 -90 0.17 -179 0.13 90 0.13 90 0.07 -178 0.4488 14.00 0.08 88 0.10 -90 0.19 -179 0.18 90 0.17 90 0.09 -178 0.4833 13.00 0.11 88 0.13 -90 0.21 -179 0.23 90 0.23 90 0.11 -178 0.5236 12.00 0.15 88 0.17 -90 0.24 -179 0.32 89 0.31 89 0.15 -178 0.5712 11.00 0.22 88 0.23 -90 0.27 -179 0.44 89 0.44 89 0.20 -178 0.6283 10.00 0.31 86 0.32 -91 0.30 -178 0.61 89 0.62 87 0.27 -178 0.6981 9.00 0.45 84 0.45 -92 0.32 -177 0.86 88 0.88 85 0.35 -177 0.7854 8.00 0.62 80 0.62 -98 0.32 -175 1.16 82 1.19 81 0.45 -173 0.8976 7.00 0.73 75 0.50 -121 0.23 -167 0.94 62 1.39 74 0.53 -167 1.0472 6.00 0.48 80 0.50 -47 0.12 -110 0.86 129 0.89 76 0.46 -155 1.2566 5.00 0.25 164 0.23 9 0.09 -25 0.37 -149 0.38 164 0.00 -76 1.5708 4.00 0.06 6 0.18 -155 0.02 134 0.29 31 0.09 0 0.13 59 2.0944 3.00 0.03 135 0.08 -128 0.02 -15 0.19 43 0.05 135 0.06 -154

Page 372: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 323 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 2.40 0.04 1.04 0.06 4.29 0.00 7.90 2.24 0.03 1.07 0.05 4.02 0.00 8.33 2.08 0.03 1.09 0.05 3.74 0.00 8.76 1.93 0.03 1.09 0.05 3.49 0.00 9.20 1.79 0.03 1.08 0.04 3.25 0.00 9.63 1.67 0.02 1.06 0.04 3.03 0.00 10.06 1.56 0.02 1.04 0.04 2.83 0.00 10.49 1.45 0.02 1.02 0.03 2.65 0.00 10.92 1.36 0.02 0.99 0.03 2.48 0.00 11.35 1.28 0.02 0.96 0.03 2.33 0.00

Page 373: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 324 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 2.38 2.31 1.55 4.27 4.59 1.87 7.90 2.18 2.13 1.52 3.94 4.23 1.74 8.33 2.01 1.97 1.49 3.64 3.90 1.61 8.76 1.86 1.82 1.44 3.37 3.61 1.50 9.20 1.72 1.69 1.40 3.13 3.34 1.39 9.63 1.60 1.57 1.35 2.91 3.11 1.29 10.06 1.49 1.47 1.30 2.71 2.89 1.21 10.49 1.39 1.37 1.25 2.53 2.70 1.13 10.92 1.29 1.28 1.20 2.37 2.52 1.05 11.35 1.21 1.20 1.15 2.22 2.36 0.99

Page 374: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 325 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 0.05 10.32 2.74 17.17 0.08 0.08 7.90 0.04 9.42 2.57 15.68 0.07 0.07 8.33 0.04 8.65 2.42 14.40 0.07 0.06 8.76 0.04 7.95 2.28 13.25 0.06 0.06 9.20 0.03 7.33 2.15 12.22 0.06 0.05 9.63 0.03 6.78 2.02 11.30 0.05 0.05 10.06 0.03 6.27 1.91 10.46 0.05 0.05 10.49 0.03 5.82 1.81 9.71 0.04 0.04 10.92 0.03 5.41 1.71 9.02 0.04 0.04 11.35 0.02 5.04 1.62 8.41 0.04 0.04

Page 375: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 326 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 2.37 2.25 1.53 4.19 4.61 1.86 7.90 2.18 2.07 1.51 3.87 4.25 1.73 8.33 2.00 1.92 1.47 3.57 3.92 1.61 8.76 1.85 1.78 1.43 3.31 3.62 1.49 9.20 1.72 1.65 1.39 3.07 3.36 1.38 9.63 1.59 1.53 1.34 2.86 3.12 1.29 10.06 1.48 1.43 1.29 2.66 2.90 1.20 10.49 1.38 1.34 1.24 2.49 2.71 1.12 10.92 1.29 1.25 1.19 2.33 2.53 1.05 11.35 1.21 1.17 1.14 2.18 2.37 0.98

Page 376: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 327 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 2.39 0.04 1.02 0.06 4.31 0.00 7.90 2.23 0.04 1.06 0.06 4.04 0.00 8.33 2.07 0.03 1.08 0.05 3.76 0.00 8.76 1.92 0.03 1.08 0.05 3.50 0.00 9.20 1.79 0.03 1.07 0.04 3.26 0.00 9.63 1.66 0.03 1.06 0.04 3.04 0.00 10.06 1.55 0.02 1.03 0.04 2.84 0.00 10.49 1.45 0.02 1.01 0.03 2.66 0.00 10.92 1.36 0.02 0.98 0.03 2.49 0.00 11.35 1.27 0.02 0.95 0.03 2.34 0.00

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Page 328 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 2.37 2.30 1.53 4.27 4.62 1.86 7.90 2.18 2.12 1.51 3.93 4.25 1.73 8.33 2.01 1.96 1.47 3.63 3.92 1.60 8.76 1.85 1.82 1.43 3.36 3.62 1.49 9.20 1.72 1.69 1.39 3.12 3.36 1.38 9.63 1.59 1.57 1.34 2.90 3.12 1.29 10.06 1.48 1.46 1.29 2.71 2.90 1.20 10.49 1.38 1.37 1.24 2.53 2.71 1.12 10.92 1.29 1.28 1.19 2.36 2.53 1.05 11.35 1.21 1.20 1.14 2.21 2.37 0.98

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Page 329 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 0.03 10.32 2.74 17.17 0.05 0.08 7.90 0.03 9.42 2.57 15.69 0.04 0.07 8.33 0.03 8.65 2.42 14.40 0.04 0.06 8.76 0.02 7.95 2.28 13.25 0.04 0.06 9.20 0.02 7.33 2.15 12.22 0.03 0.05 9.63 0.02 6.78 2.02 11.30 0.03 0.05 10.06 0.02 6.27 1.91 10.46 0.03 0.05 10.49 0.02 5.82 1.81 9.71 0.03 0.04 10.92 0.02 5.41 1.71 9.02 0.02 0.04 11.35 0.01 5.04 1.62 8.41 0.02 0.04

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Page 330 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * Draft = 3.8 Meters Trim Angle = 0.20 Deg. GMT = 18.6 Meters * * Roll Gy. Radius = 10.5 Meters Pitch Gy. Radius = 25.7 Meters Yaw Gy. Radius = 25.8 Meters * * JONSWAP Height = 6.00 Meters Mean Period = 11.4 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 3.3 * * * ***************************************************************************************************************

+++ C A R G O F O R C E S T A T I S T I C S +++ ===================================================

Results are in Body System

On Weight of 9.8 At *POI2 On Body MODEL At X = 0.1 Y = 0.0 Z = 27.6

Maximum Responses Based on a Multiplier of 3.720

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Period Long For Tran For Vert For Roll Mom Pitch Mom Yaw Mom ------ -------- -------- -------- -------- --------- -------

7.47 2.37 2.26 1.55 4.20 4.59 1.87 7.90 2.18 2.08 1.52 3.88 4.22 1.74 8.33 2.01 1.92 1.49 3.58 3.90 1.61 8.76 1.86 1.78 1.44 3.32 3.60 1.50 9.20 1.72 1.65 1.40 3.08 3.34 1.39 9.63 1.60 1.54 1.35 2.86 3.10 1.29 10.06 1.48 1.43 1.30 2.67 2.89 1.21 10.49 1.38 1.34 1.25 2.49 2.69 1.13 10.92 1.29 1.25 1.20 2.33 2.52 1.05 11.35 1.21 1.17 1.15 2.18 2.36 0.99

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Page 331 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * * ***************************************************************************************************************

+++ B U O Y A N C Y A N D W E I G H T F O R M O D E L +++ =================================================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Results Are Reported In Body System

Draft = 3.80 Roll Angle = 0.00 Pitch Angle = 0.20

Wet Radii Of Gyration About CG

K-X = 10.51 K-Y = 25.74 K-Z = 25.81

GMT = 18.63 GML = 173.22

/-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- --------

---------------- Part AMT_DISC ------------ --- Contents --- CP2 247.54 -27.64 -3.81 1.00 2.01 26.35 CP3 287.00 -11.55 -3.81 1.16 2.33 30.55 CP4 326.47 4.55 -3.81 1.32 2.65 34.76 CP5 365.94 20.64 -3.81 1.48 2.97 38.96 CS2 246.30 -27.64 3.81 1.00 2.00 26.22 CS3 285.77 -11.55 3.81 1.16 2.32 30.42 CS4 325.24 4.55 3.81 1.32 2.64 34.62 CS5 364.70 20.64 3.81 1.48 2.96 38.83 P1 217.98 -38.29 -7.62 2.25 3.48 26.25 S1 215.51 -38.27 7.62 2.24 3.46 25.95 WP2 248.77 -27.64 -11.43 1.01 2.02 26.48 WP3 288.24 -11.55 -11.43 1.17 2.34 30.69 WP4 327.71 4.55 -11.43 1.33 2.66 34.89 WP5 367.18 20.64 -11.43 1.49 2.98 39.09 WP6 405.01 34.96 -11.43 2.38 4.35 48.87 WS2 245.06 -27.64 11.43 0.99 1.99 26.09 WS3 284.53 -11.55 11.43 1.15 2.31 30.29 WS4 324.00 4.55 11.43 1.31 2.63 34.49 WS5 363.47 20.64 11.43 1.47 2.95 38.69 WS6 401.29 34.94 11.43 2.37 4.32 48.42 ---------------- Part CARGO1 ------------ LOAD_GRO 50.00 40.12 5.00 18.60 ---------------- Part CARGO2 ------------ LOAD_GRO 1200.00 -7.38 0.00 12.60 ---------------- Part CARGO3 ------------ LOAD_GRO 5.00 -39.88 0.00 27.60 ---------------- Part LIGHTSHI ------------ LOAD_GRO 2325.00 1.51 0.00 4.40 ---------------- Part MODEL ------------ ======== ======== ======= ======= ======= Total 9717.71 0.37 0.00 3.65 Buoyancy 9717.71 0.39 0.00 1.95

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Page 332 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * * ***************************************************************************************************************

+++ R I G H T I N G A R M R E S U L T S +++ ===============================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Moment Scaled By 9717.71, KG = 3.65, and Wind Speed = 40 Knots

Initial: Roll = 0.00, Trim = 0.20 Deg.

Arms About Axis Yawed 0.0 Deg From Vessel X

/----- Condition -----/ /-- Min. Height --/ /--- Righting ---/ /--- Heeling ---/ Area Net Draft Roll Trim W Tight NW Tight Arm Area Arm Area Ratio Arm

3.80 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 -0.052 3.80 2.00 0.00 0.00 0.00 0.65 0.65 0.05 0.11 6.14 0.597 3.78 4.00 0.00 0.00 0.00 1.30 2.60 0.05 0.21 12.15 1.248 3.76 6.00 0.00 0.00 0.00 1.96 5.86 0.06 0.33 18.01 1.901 3.74 8.00 0.00 0.00 0.00 2.61 10.43 0.06 0.44 23.72 2.554 3.70 10.00 0.00 0.00 0.00 3.27 16.31 0.06 0.56 29.24 3.209 3.66 12.00 0.00 0.00 0.00 3.93 23.51 0.06 0.68 34.59 3.868 3.62 14.00 0.00 0.00 0.00 4.59 32.04 0.06 0.80 39.81 4.529 3.55 16.00 0.00 0.00 0.00 5.12 41.75 0.06 0.93 44.74 5.053 3.49 18.00 0.00 0.00 0.00 5.44 52.30 0.07 1.06 49.13 5.370 3.41 20.00 0.00 0.00 0.00 5.62 63.36 0.07 1.20 52.82 5.550 3.34 22.00 0.00 0.00 0.00 5.71 74.68 0.07 1.34 55.84 5.639 3.26 24.00 0.00 0.00 0.00 5.73 86.13 0.07 1.48 58.26 5.662 3.17 26.00 0.00 0.00 0.00 5.71 97.57 0.07 1.62 60.14 5.637 3.08 28.00 0.00 0.00 0.00 5.65 108.93 0.07 1.77 61.58 5.574 2.99 30.00 0.00 0.00 0.00 5.56 120.13 0.08 1.92 62.64 5.480 2.89 32.00 0.00 0.00 0.00 5.44 131.12 0.08 2.07 63.37 5.361 2.79 34.00 0.00 0.00 0.00 5.30 141.86 0.08 2.22 63.82 5.223 2.69 36.00 0.00 0.00 0.00 5.14 152.30 0.08 2.38 64.07 5.067 2.59 38.00 0.00 0.00 0.00 4.97 162.42 0.08 2.53 64.13 4.896 2.48 40.00 0.00 0.00 0.00 4.79 172.19 0.08 2.69 64.03 4.714 2.36 42.00 0.00 0.00 0.00 4.60 181.58 0.08 2.85 63.78 4.522 2.25 44.00 0.00 0.00 0.00 4.40 190.58 0.08 3.01 63.42 4.320 2.13 46.00 0.00 0.00 0.00 4.19 199.17 0.08 3.16 62.96 4.110 2.01 48.00 0.00 0.00 0.00 3.97 207.33 0.08 3.32 62.42 3.892 1.89 50.00 0.00 0.00 0.00 3.75 215.05 0.08 3.48 61.81 3.668 1.76 52.00 0.00 0.00 0.00 3.51 222.31 0.08 3.64 61.15 3.437 1.63 54.00 0.00 0.00 0.00 3.28 229.10 0.08 3.79 60.43 3.200 1.51 56.00 0.00 0.00 0.00 3.03 235.41 0.08 3.95 59.67 2.957 1.37 58.00 0.00 0.00 0.00 2.79 241.24 0.08 4.10 58.86 2.712

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Page 333 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * Dynamic run with HS= 6 m at Point 2 * * * ***************************************************************************************************************

+++ S T A B I L I T Y S U M M A R Y +++ =========================================

The Following Intact Condition ============================== Draft = 3.80 M Roll = 0.00 Deg Pitch = 0.20 Deg VCG = 3.65 M Axis Angle = 0.00 Deg Wind Vel = 40.00 Knots

Passes All of The Stability Requirements: =========================================

Area Ratio >= 1.40 RA/HA Ratio >= 0.00 Dfld Height @ Equilibrium >= 0.00 M GM >= 0.00 M Arm Area @ Max Right. Arm >= 0.00 M*Deg Arm Area @ Dfld >= 0.00 M*Deg Arm Area @ 40 Degrees >= 0.00 M*Deg Area Under Righting Arm >= 0.00 M*Deg Static Heel w/o Wind <= 90.00 Deg Static Heel Due to Wind <= 90.00 Deg Range (Second Intercept) >= 39.90 Deg 2nd - 1st Intercepts >= 0.00 Deg Dfld Angle - 1st Interc. >= 0.00 Deg Angle @ Max Righting Arm >= 0.00 Deg Downflood Angle >= 0.00 Deg

With The Stability Results: ===========================

Area Ratio = 58.87 Passes RA/HA Ratio = 80.49 Passes Dfld Height @ Equilibrium = 0.00 M Passes GM = 18.63 M Passes Arm Area @ Max Right Arm = 86.07 M*Deg Passes Arm Area @ Dfld = 241.21 M*Deg Passes Arm Area @ 40 Degrees = 172.14 M*Deg Passes Area Under Righting Arm = 241.20 M*Deg Passes Static Heel w/o Wind = 0.00 Deg Passes Static Heel Due to Wind = 0.16 Deg Passes Range = 58.00 Deg Passes 2nd - 1st Intercepts = 57.84 Deg Passes Dfld Angle - 1st Interc. = 57.84 Deg Passes Angle @ Max Right Arm = 24.00 Deg Passes Downflood Angle = 58.00 Deg Passes

Page 383: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

Page 334 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * BOLLARD PULL ANALYSIS - Wind 40 knots, Current 0.5 m/s and Hs = 5.0 m * * * ***************************************************************************************************************

+++ C U R R E N T E N V I R O N M E N T +++ =============================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Environment Name BOLLARD

Observation Time = 500.0 Time Increment = 0.500 Time Offset = 0.0 Time Reinforce = 12000.0

S E A C O N D I T I O N --------------------------

Type = JONSWAP Hs = 5.00 Mean Period = 9.50 Gamma = 3.3 Dir = 0.0 S.Coe = 2

W I N D D A T A -----------------

1 Hr. Wind Speed = 40.0 Knots, Direction = 0.0 Design Wind Based On ABS Rules Wind Height Variation Based on ABS Rules Wind is Static

C U R R E N T D A T A -----------------------

DEPTH SPEED DIRECTION ------- ----- ---------

0.0 0.50 0.0

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Page 335 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * BOLLARD PULL ANALYSIS - Wind 40 knots, Current 0.5 m/s and Hs = 5.0 m * * * ***************************************************************************************************************

+++ B U O Y A N C Y A N D W E I G H T F O R M O D E L +++ =================================================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Results Are Reported In Body System

Draft = 3.80 Roll Angle = 0.00 Pitch Angle = 0.20

Wet Radii Of Gyration About CG

K-X = 10.51 K-Y = 25.74 K-Z = 25.81

GMT = 18.63 GML = 173.22

/-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- --------

---------------- Part AMT_DISC ------------ --- Contents --- CP2 247.54 -27.64 -3.81 1.00 2.01 26.35 CP3 287.00 -11.55 -3.81 1.16 2.33 30.55 CP4 326.47 4.55 -3.81 1.32 2.65 34.76 CP5 365.94 20.64 -3.81 1.48 2.97 38.96 CS2 246.30 -27.64 3.81 1.00 2.00 26.22 CS3 285.77 -11.55 3.81 1.16 2.32 30.42 CS4 325.24 4.55 3.81 1.32 2.64 34.62 CS5 364.70 20.64 3.81 1.48 2.96 38.83 P1 217.98 -38.29 -7.62 2.25 3.48 26.25 S1 215.51 -38.27 7.62 2.24 3.46 25.95 WP2 248.77 -27.64 -11.43 1.01 2.02 26.48 WP3 288.24 -11.55 -11.43 1.17 2.34 30.69 WP4 327.71 4.55 -11.43 1.33 2.66 34.89 WP5 367.18 20.64 -11.43 1.49 2.98 39.09 WP6 405.01 34.96 -11.43 2.38 4.35 48.87 WS2 245.06 -27.64 11.43 0.99 1.99 26.09 WS3 284.53 -11.55 11.43 1.15 2.31 30.29 WS4 324.00 4.55 11.43 1.31 2.63 34.49 WS5 363.47 20.64 11.43 1.47 2.95 38.69 WS6 401.29 34.94 11.43 2.37 4.32 48.42 ---------------- Part CARGO1 ------------ LOAD_GRO 50.00 40.12 5.00 18.60 ---------------- Part CARGO2 ------------ LOAD_GRO 1200.00 -7.38 0.00 12.60 ---------------- Part CARGO3 ------------ LOAD_GRO 5.00 -39.88 0.00 27.60 ---------------- Part LIGHTSHI ------------ LOAD_GRO 2325.00 1.51 0.00 4.40 ---------------- Part MODEL ------------ ======== ======== ======= ======= ======= Total 9717.71 0.37 0.00 3.65 Buoyancy 9717.71 0.39 0.00 1.95

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Page 336 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * BOLLARD PULL ANALYSIS - Wind 40 knots, Current 0.5 m/s and Hs = 5.0 m * * * ***************************************************************************************************************

+++ F O R C E S A C T I N G O N M O D E L +++ ===================================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Results Are Reported In Body System

Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- ---------

Weight 12.8 0.0 -3580.0 -249 -3450 0 Contents 21.9 0.0 -6137.7 250 7180 1 Buoyancy -34.6 0.0 9717.7 0 -3820 0 Wind -27.6 0.0 -0.1 0 -495 45 Drag -1.6 0.0 0.0 0 -2 0 Wave -25.1 0.0 -54.9 0 201 0 ======= ======= ======= ======= ======= ======= Total -54.3 0.0 -55.0 0 -389 45

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Page 337 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * DRAG ANALYSIS - Speed 7 kn * * * ***************************************************************************************************************

+++ C U R R E N T S Y S T E M C O N F I G U R A T I O N +++ ===============================================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Location and Net Force at Body Origin

Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- ---------

MODEL Location 0.00 0.00 -3.80 0.00 0.20 0.00 N Force -78.40 0.00 0.00 0 -240 0

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Page 338 Licensee - Online Marine Engineering Rev 7.03.040 Ser643 *************************************************************************************************************** * *** MOSES *** * * ---------------- 18 November, 2010 * * User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT * * DRAG ANALYSIS - Speed 7 kn * * * ***************************************************************************************************************

+++ F O R C E S A C T I N G O N M O D E L +++ ===================================================

Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified

Results Are Reported In Body System

Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- ---------

Weight 12.8 0.0 -3580.0 -249 -3450 0 Contents 21.9 0.0 -6137.7 250 7180 1 Buoyancy -34.6 0.0 9717.7 0 -3820 0 Drag -78.4 0.0 0.0 0 -148 0 ======= ======= ======= ======= ======= ======= Total -78.4 0.0 0.0 0 -240 0

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FIGURE 17

AMT_DISC 0.0%

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Diffraction mesh

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FIGURE 18

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 0 = Cargo CoG

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.120.240.360.480.60.720.840.961.081.2m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 19

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 45 = Cargo CoG

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.10.20.30.40.50.60.70.80.91m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 20

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 90 = Cargo CoG

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.130.260.390.520.650.780.911.041.171.3m/m

00.931.862.793.724.655.586.517.448.379.3Deg/m

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FIGURE 21

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 135 = Cargo CoG

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.10.20.30.40.50.60.70.80.91m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 22

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 180 = Cargo CoG

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.120.240.360.480.60.720.840.961.081.2m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 23

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 225 = Cargo CoG

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.10.20.30.40.50.60.70.80.91m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 395: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 24

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 270 = Cargo CoG

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.130.260.390.520.650.780.911.041.171.3m/m

00.931.862.793.724.655.586.517.448.379.3Deg/m

Page 396: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 25

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 315 = Cargo CoG

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.10.20.30.40.50.60.70.80.91m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 397: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 26

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 0 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (m)

00.921.842.763.684.65.526.447.368.289.2Maximum Single Amplitude (Deg)

Page 398: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 27

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 0 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.120.240.360.480.60.720.840.961.081.2Maximum Single Amplitude (m/s^2)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (Deg/s^2)

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FIGURE 28

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 45 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.21.581.962.342.723.13.483.864.244.625Maximum Single Amplitude (m)

2.63.23.84.455.66.26.87.488.6Maximum Single Amplitude (Deg)

Page 400: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 29

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 45 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.620.740.860.981.11.221.341.461.581.7Maximum Single Amplitude (m/s^2)

11.391.782.172.562.953.343.734.124.514.9Maximum Single Amplitude (Deg/s^2)

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FIGURE 30

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 90 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.561.121.682.242.83.363.924.485.045.6Maximum Single Amplitude (m)

02.557.51012.51517.52022.525Maximum Single Amplitude (Deg)

Page 402: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 31

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 90 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.30.60.91.21.51.82.12.42.73Maximum Single Amplitude (m/s^2)

01.93.85.77.69.511.413.315.217.119Maximum Single Amplitude (Deg/s^2)

Page 403: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 32

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 135 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.31.682.062.442.823.23.583.964.344.725.1Maximum Single Amplitude (m)

2.63.213.824.435.045.656.266.877.488.098.7Maximum Single Amplitude (Deg)

Page 404: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 33

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 135 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.630.760.891.021.151.281.411.541.671.8Maximum Single Amplitude (m/s^2)

11.41.82.22.633.43.84.24.65Maximum Single Amplitude (Deg/s^2)

Page 405: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 34

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 180 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.470.941.411.882.352.823.293.764.234.7Maximum Single Amplitude (m)

00.921.842.763.684.65.526.447.368.289.2Maximum Single Amplitude (Deg)

Page 406: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 35

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 180 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.140.280.420.560.70.840.981.121.261.4Maximum Single Amplitude (m/s^2)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (Deg/s^2)

Page 407: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 36

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 225 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.31.672.042.412.783.153.523.894.264.635Maximum Single Amplitude (m)

2.63.213.824.435.045.656.266.877.488.098.7Maximum Single Amplitude (Deg)

Page 408: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 37

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 225 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.630.760.891.021.151.281.411.541.671.8Maximum Single Amplitude (m/s^2)

11.41.82.22.633.43.84.24.65Maximum Single Amplitude (Deg/s^2)

Page 409: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 38

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 270 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.561.121.682.242.83.363.924.485.045.6Maximum Single Amplitude (m)

02.557.51012.51517.52022.525Maximum Single Amplitude (Deg)

Page 410: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 39

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 270 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.290.580.871.161.451.742.032.322.612.9Maximum Single Amplitude (m/s^2)

01.93.85.77.69.511.413.315.217.119Maximum Single Amplitude (Deg/s^2)

Page 411: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 40

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 315 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.21.581.962.342.723.13.483.864.244.625Maximum Single Amplitude (m)

2.63.23.84.455.66.26.87.488.6Maximum Single Amplitude (Deg)

Page 412: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 41

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 315 at Cargo CoG

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.620.740.860.981.11.221.341.461.581.7Maximum Single Amplitude (m/s^2)

11.391.782.172.562.953.343.734.124.514.9Maximum Single Amplitude (Deg/s^2)

Page 413: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 42

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 0 = COG of Cargo ID = 1 Name = Accom

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.160.320.480.640.80.961.121.281.441.6m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 414: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 43

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 45 = COG of Cargo ID = 1 Name = Accom

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.180.360.540.720.91.081.261.441.621.8m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 415: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 44

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 90 = COG of Cargo ID = 1 Name = Accom

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.220.440.660.881.11.321.541.761.982.2m/m

00.931.862.793.724.655.586.517.448.379.3Deg/m

Page 416: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 45

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 135 = COG of Cargo ID = 1 Name = Accom

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.130.260.390.520.650.780.911.041.171.3m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 417: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 46

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 180 = COG of Cargo ID = 1 Name = Accom

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.140.280.420.560.70.840.981.121.261.4m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 418: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 47

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 225 = COG of Cargo ID = 1 Name = Accom

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.160.320.480.640.80.961.121.281.441.6m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 419: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 48

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 270 = COG of Cargo ID = 1 Name = Accom

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.220.440.660.881.11.321.541.761.982.2m/m

00.931.862.793.724.655.586.517.448.379.3Deg/m

Page 420: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 49

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 315 = COG of Cargo ID = 1 Name = Accom

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.150.30.450.60.750.91.051.21.351.5m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 421: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 50

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 0 at COG of Cargo ID = 1 Name = Ac

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.741.482.222.963.74.445.185.926.667.4Maximum Single Amplitude (m)

00.921.842.763.684.65.526.447.368.289.2Maximum Single Amplitude (Deg)

Page 422: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 51

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 0 at COG of Cargo ID = 1 Na

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.380.761.141.521.92.282.663.043.423.8Maximum Single Amplitude (m/s^2)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (Deg/s^2)

Page 423: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 52

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 45 at COG of Cargo ID = 1 Name = A

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

11.72.43.13.84.55.25.96.67.38Maximum Single Amplitude (m)

2.63.23.84.455.66.26.87.488.6Maximum Single Amplitude (Deg)

Page 424: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 53

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 45 at COG of Cargo ID = 1 N

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.891.281.672.062.452.843.233.624.014.4Maximum Single Amplitude (m/s^2)

11.391.782.172.562.953.343.734.124.514.9Maximum Single Amplitude (Deg/s^2)

Page 425: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 54

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 90 at COG of Cargo ID = 1 Name = A

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.621.241.862.483.13.724.344.965.586.2Maximum Single Amplitude (m)

02.557.51012.51517.52022.525Maximum Single Amplitude (Deg)

Page 426: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 55

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 90 at COG of Cargo ID = 1 N

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.440.881.321.762.22.643.083.523.964.4Maximum Single Amplitude (m/s^2)

01.93.85.77.69.511.413.315.217.119Maximum Single Amplitude (Deg/s^2)

Page 427: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 56

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 135 at COG of Cargo ID = 1 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

11.532.062.593.123.654.184.715.245.776.3Maximum Single Amplitude (m)

2.63.213.824.435.045.656.266.877.488.098.7Maximum Single Amplitude (Deg)

Page 428: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 57

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 135 at COG of Cargo ID = 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.781.061.341.621.92.182.462.743.023.3Maximum Single Amplitude (m/s^2)

11.41.82.22.633.43.84.24.65Maximum Single Amplitude (Deg/s^2)

Page 429: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 58

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 180 at COG of Cargo ID = 1 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.691.382.072.763.454.144.835.526.216.9Maximum Single Amplitude (m)

00.921.842.763.684.65.526.447.368.289.2Maximum Single Amplitude (Deg)

Page 430: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 59

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 180 at COG of Cargo ID = 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.310.620.931.241.551.862.172.482.793.1Maximum Single Amplitude (m/s^2)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (Deg/s^2)

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FIGURE 60

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 225 at COG of Cargo ID = 1 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

11.652.32.953.64.254.95.556.26.857.5Maximum Single Amplitude (m)

2.63.213.824.435.045.656.266.877.488.098.7Maximum Single Amplitude (Deg)

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FIGURE 61

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 225 at COG of Cargo ID = 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.851.21.551.92.252.62.953.33.654Maximum Single Amplitude (m/s^2)

11.41.82.22.633.43.84.24.65Maximum Single Amplitude (Deg/s^2)

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FIGURE 62

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 270 at COG of Cargo ID = 1 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.571.141.712.282.853.423.994.565.135.7Maximum Single Amplitude (m)

02.557.51012.51517.52022.525Maximum Single Amplitude (Deg)

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FIGURE 63

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 270 at COG of Cargo ID = 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.440.881.321.762.22.643.083.523.964.4Maximum Single Amplitude (m/s^2)

01.93.85.77.69.511.413.315.217.119Maximum Single Amplitude (Deg/s^2)

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FIGURE 64

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 315 at COG of Cargo ID = 1 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.11.672.242.813.383.954.525.095.666.236.8Maximum Single Amplitude (m)

2.63.23.84.455.66.26.87.488.6Maximum Single Amplitude (Deg)

Page 436: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 65

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 315 at COG of Cargo ID = 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.831.161.491.822.152.482.813.143.473.8Maximum Single Amplitude (m/s^2)

11.391.782.172.562.953.343.734.124.514.9Maximum Single Amplitude (Deg/s^2)

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FIGURE 66

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 0 = COG of Cargo ID = 2 Name = S1-S8

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.120.240.360.480.60.720.840.961.081.2m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 67

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 45 = COG of Cargo ID = 2 Name = S1-S8

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.10.20.30.40.50.60.70.80.91m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 68

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 90 = COG of Cargo ID = 2 Name = S1-S8

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.120.240.360.480.60.720.840.961.081.2m/m

00.931.862.793.724.655.586.517.448.379.3Deg/m

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FIGURE 69

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 135 = COG of Cargo ID = 2 Name = S1-S8

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.10.20.30.40.50.60.70.80.91m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 441: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 70

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 180 = COG of Cargo ID = 2 Name = S1-S8

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.120.240.360.480.60.720.840.961.081.2m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 71

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 225 = COG of Cargo ID = 2 Name = S1-S8

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.10.20.30.40.50.60.70.80.91m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 443: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 72

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 270 = COG of Cargo ID = 2 Name = S1-S8

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.120.240.360.480.60.720.840.961.081.2m/m

00.931.862.793.724.655.586.517.448.379.3Deg/m

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FIGURE 73

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 315 = COG of Cargo ID = 2 Name = S1-S8

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.10.20.30.40.50.60.70.80.91m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 445: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 74

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 0 at COG of Cargo ID = 2 Name = S1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.470.941.411.882.352.823.293.764.234.7Maximum Single Amplitude (m)

00.921.842.763.684.65.526.447.368.289.2Maximum Single Amplitude (Deg)

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FIGURE 75

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 0 at COG of Cargo ID = 2 Na

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.120.240.360.480.60.720.840.961.081.2Maximum Single Amplitude (m/s^2)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (Deg/s^2)

Page 447: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 76

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 45 at COG of Cargo ID = 2 Name = S

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.31.672.042.412.783.153.523.894.264.635Maximum Single Amplitude (m)

2.63.23.84.455.66.26.87.488.6Maximum Single Amplitude (Deg)

Page 448: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 77

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 45 at COG of Cargo ID = 2 N

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.620.740.860.981.11.221.341.461.581.7Maximum Single Amplitude (m/s^2)

11.391.782.172.562.953.343.734.124.514.9Maximum Single Amplitude (Deg/s^2)

Page 449: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 78

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 90 at COG of Cargo ID = 2 Name = S

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.561.121.682.242.83.363.924.485.045.6Maximum Single Amplitude (m)

02.557.51012.51517.52022.525Maximum Single Amplitude (Deg)

Page 450: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 79

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 90 at COG of Cargo ID = 2 N

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.30.60.91.21.51.82.12.42.73Maximum Single Amplitude (m/s^2)

01.93.85.77.69.511.413.315.217.119Maximum Single Amplitude (Deg/s^2)

Page 451: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 80

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 135 at COG of Cargo ID = 2 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.31.682.062.442.823.23.583.964.344.725.1Maximum Single Amplitude (m)

2.63.213.824.435.045.656.266.877.488.098.7Maximum Single Amplitude (Deg)

Page 452: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 81

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 135 at COG of Cargo ID = 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.640.780.921.061.21.341.481.621.761.9Maximum Single Amplitude (m/s^2)

11.41.82.22.633.43.84.24.65Maximum Single Amplitude (Deg/s^2)

Page 453: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 82

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 180 at COG of Cargo ID = 2 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.470.941.411.882.352.823.293.764.234.7Maximum Single Amplitude (m)

00.921.842.763.684.65.526.447.368.289.2Maximum Single Amplitude (Deg)

Page 454: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 83

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 180 at COG of Cargo ID = 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.140.280.420.560.70.840.981.121.261.4Maximum Single Amplitude (m/s^2)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (Deg/s^2)

Page 455: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 84

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 225 at COG of Cargo ID = 2 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.31.682.062.442.823.23.583.964.344.725.1Maximum Single Amplitude (m)

2.63.213.824.435.045.656.266.877.488.098.7Maximum Single Amplitude (Deg)

Page 456: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 85

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 225 at COG of Cargo ID = 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.640.780.921.061.21.341.481.621.761.9Maximum Single Amplitude (m/s^2)

11.41.82.22.633.43.84.24.65Maximum Single Amplitude (Deg/s^2)

Page 457: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 86

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 270 at COG of Cargo ID = 2 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.561.121.682.242.83.363.924.485.045.6Maximum Single Amplitude (m)

02.557.51012.51517.52022.525Maximum Single Amplitude (Deg)

Page 458: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 87

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 270 at COG of Cargo ID = 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.30.60.91.21.51.82.12.42.73Maximum Single Amplitude (m/s^2)

01.93.85.77.69.511.413.315.217.119Maximum Single Amplitude (Deg/s^2)

Page 459: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 88

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 315 at COG of Cargo ID = 2 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.31.672.042.412.783.153.523.894.264.635Maximum Single Amplitude (m)

2.63.23.84.455.66.26.87.488.6Maximum Single Amplitude (Deg)

Page 460: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 89

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 315 at COG of Cargo ID = 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.620.740.860.981.11.221.341.461.581.7Maximum Single Amplitude (m/s^2)

11.391.782.172.562.953.343.734.124.514.9Maximum Single Amplitude (Deg/s^2)

Page 461: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 90

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 0 = COG of Cargo ID = 3 Name = Flare

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.140.280.420.560.70.840.981.121.261.4m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 462: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 91

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 45 = COG of Cargo ID = 3 Name = Flare

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.140.280.420.560.70.840.981.121.261.4m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 463: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 92

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 90 = COG of Cargo ID = 3 Name = Flare

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.360.721.081.441.82.162.522.883.243.6m/m

00.931.862.793.724.655.586.517.448.379.3Deg/m

Page 464: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 93

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 135 = COG of Cargo ID = 3 Name = Flare

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.160.320.480.640.80.961.121.281.441.6m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 465: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 94

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 180 = COG of Cargo ID = 3 Name = Flare

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.150.30.450.60.750.91.051.21.351.5m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 95

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 225 = COG of Cargo ID = 3 Name = Flare

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.160.320.480.640.80.961.121.281.441.6m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 96

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 270 = COG of Cargo ID = 3 Name = Flare

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.360.721.081.441.82.162.522.883.243.6m/m

00.931.862.793.724.655.586.517.448.379.3Deg/m

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FIGURE 97

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 315 = COG of Cargo ID = 3 Name = Flare

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.140.280.420.560.70.840.981.121.261.4m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 98

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 0 at COG of Cargo ID = 3 Name = Fl

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.681.362.042.723.44.084.765.446.126.8Maximum Single Amplitude (m)

00.921.842.763.684.65.526.447.368.289.2Maximum Single Amplitude (Deg)

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FIGURE 99

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 0 at COG of Cargo ID = 3 Na

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.30.60.91.21.51.82.12.42.73Maximum Single Amplitude (m/s^2)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (Deg/s^2)

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FIGURE 100

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 45 at COG of Cargo ID = 3 Name = F

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.31.852.42.953.54.054.65.155.76.256.8Maximum Single Amplitude (m)

2.63.23.84.455.66.26.87.488.6Maximum Single Amplitude (Deg)

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FIGURE 101

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 45 at COG of Cargo ID = 3 N

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.60.91.21.51.82.12.42.733.33.6Maximum Single Amplitude (m/s^2)

11.391.782.172.562.953.343.734.124.514.9Maximum Single Amplitude (Deg/s^2)

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FIGURE 102

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 90 at COG of Cargo ID = 3 Name = F

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.791.582.373.163.954.745.536.327.117.9Maximum Single Amplitude (m)

02.557.51012.51517.52022.525Maximum Single Amplitude (Deg)

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FIGURE 103

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 90 at COG of Cargo ID = 3 N

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.71.42.12.83.54.24.95.66.37Maximum Single Amplitude (m/s^2)

01.93.85.77.69.511.413.315.217.119Maximum Single Amplitude (Deg/s^2)

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FIGURE 104

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 135 at COG of Cargo ID = 3 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.31.92.53.13.74.34.95.56.16.77.3Maximum Single Amplitude (m)

2.63.213.824.435.045.656.266.877.488.098.7Maximum Single Amplitude (Deg)

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FIGURE 105

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 135 at COG of Cargo ID = 3

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.60.941.281.621.962.32.642.983.323.664Maximum Single Amplitude (m/s^2)

11.41.82.22.633.43.84.24.65Maximum Single Amplitude (Deg/s^2)

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FIGURE 106

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 180 at COG of Cargo ID = 3 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.731.462.192.923.654.385.115.846.577.3Maximum Single Amplitude (m)

00.921.842.763.684.65.526.447.368.289.2Maximum Single Amplitude (Deg)

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FIGURE 107

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 180 at COG of Cargo ID = 3

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.370.741.111.481.852.222.592.963.333.7Maximum Single Amplitude (m/s^2)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (Deg/s^2)

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FIGURE 108

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 225 at COG of Cargo ID = 3 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.31.92.53.13.74.34.95.56.16.77.3Maximum Single Amplitude (m)

2.63.213.824.435.045.656.266.877.488.098.7Maximum Single Amplitude (Deg)

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FIGURE 109

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 225 at COG of Cargo ID = 3

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.60.941.281.621.962.32.642.983.323.664Maximum Single Amplitude (m/s^2)

11.41.82.22.633.43.84.24.65Maximum Single Amplitude (Deg/s^2)

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FIGURE 110

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 270 at COG of Cargo ID = 3 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.791.582.373.163.954.745.536.327.117.9Maximum Single Amplitude (m)

02.557.51012.51517.52022.525Maximum Single Amplitude (Deg)

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FIGURE 111

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 270 at COG of Cargo ID = 3

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.71.42.12.83.54.24.95.66.37Maximum Single Amplitude (m/s^2)

01.93.85.77.69.511.413.315.217.119Maximum Single Amplitude (Deg/s^2)

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FIGURE 112

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 315 at COG of Cargo ID = 3 Name =

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.31.842.382.923.4644.545.085.626.166.7Maximum Single Amplitude (m)

2.63.23.84.455.66.26.87.488.6Maximum Single Amplitude (Deg)

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FIGURE 113

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 315 at COG of Cargo ID = 3

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.60.91.21.51.82.12.42.733.33.6Maximum Single Amplitude (m/s^2)

11.391.782.172.562.953.343.734.124.514.9Maximum Single Amplitude (Deg/s^2)

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FIGURE 114

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 0 = Point 1

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.511.021.532.042.553.063.574.084.595.1m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 115

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 45 = Point 1

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.561.121.682.242.83.363.924.485.045.6m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 487: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 116

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 90 = Point 1

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.310.620.931.241.551.862.172.482.793.1m/m

00.931.862.793.724.655.586.517.448.379.3Deg/m

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FIGURE 117

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 135 = Point 1

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.440.881.321.762.22.643.083.523.964.4m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 489: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 118

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 180 = Point 1

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.490.981.471.962.452.943.433.924.414.9m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 119

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 225 = Point 1

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.541.081.622.162.73.243.784.324.865.4m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 491: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 120

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 270 = Point 1

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.240.480.720.961.21.441.681.922.162.4m/m

00.931.862.793.724.655.586.517.448.379.3Deg/m

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FIGURE 121

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 315 = Point 1

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.460.921.381.842.32.763.223.684.144.6m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 122

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 0 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

02.44.87.29.61214.416.819.221.624Maximum Single Amplitude (m)

00.921.842.763.684.65.526.447.368.289.2Maximum Single Amplitude (Deg)

Page 494: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 123

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 0 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

01.22.43.64.867.28.49.610.812Maximum Single Amplitude (m/s^2)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (Deg/s^2)

Page 495: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 124

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 45 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

13.45.88.210.61315.417.820.222.625Maximum Single Amplitude (m)

2.63.23.84.455.66.26.87.488.6Maximum Single Amplitude (Deg)

Page 496: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 125

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 45 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

01.42.84.25.678.49.811.212.614Maximum Single Amplitude (m/s^2)

11.391.782.172.562.953.343.734.124.514.9Maximum Single Amplitude (Deg/s^2)

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FIGURE 126

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 90 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.911.822.733.644.555.466.377.288.199.1Maximum Single Amplitude (m)

02.557.51012.51517.52022.525Maximum Single Amplitude (Deg)

Page 498: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 127

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 90 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.641.281.922.563.23.844.485.125.766.4Maximum Single Amplitude (m/s^2)

01.93.85.77.69.511.413.315.217.119Maximum Single Amplitude (Deg/s^2)

Page 499: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 128

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 135 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

12.94.86.78.610.512.414.316.218.120Maximum Single Amplitude (m)

2.63.213.824.435.045.656.266.877.488.098.7Maximum Single Amplitude (Deg)

Page 500: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 129

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 135 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

01.22.43.64.867.28.49.610.812Maximum Single Amplitude (m/s^2)

11.41.82.22.633.43.84.24.65Maximum Single Amplitude (Deg/s^2)

Page 501: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 130

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 180 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

02.34.66.99.211.513.816.118.420.723Maximum Single Amplitude (m)

00.921.842.763.684.65.526.447.368.289.2Maximum Single Amplitude (Deg)

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FIGURE 131

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 180 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

01.22.43.64.867.28.49.610.812Maximum Single Amplitude (m/s^2)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (Deg/s^2)

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FIGURE 132

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 225 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

13.35.67.910.212.514.817.119.421.724Maximum Single Amplitude (m)

2.63.213.824.435.045.656.266.877.488.098.7Maximum Single Amplitude (Deg)

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FIGURE 133

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 225 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

01.42.84.25.678.49.811.212.614Maximum Single Amplitude (m/s^2)

11.41.82.22.633.43.84.24.65Maximum Single Amplitude (Deg/s^2)

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FIGURE 134

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 270 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.791.582.373.163.954.745.536.327.117.9Maximum Single Amplitude (m)

02.557.51012.51517.52022.525Maximum Single Amplitude (Deg)

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FIGURE 135

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 270 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.490.981.471.962.452.943.433.924.414.9Maximum Single Amplitude (m/s^2)

01.93.85.77.69.511.413.315.217.119Maximum Single Amplitude (Deg/s^2)

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FIGURE 136

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 315 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

13579111315171921Maximum Single Amplitude (m)

2.63.23.84.455.66.26.87.488.6Maximum Single Amplitude (Deg)

Page 508: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 137

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 315 at Point 1

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

01.22.43.64.867.28.49.610.812Maximum Single Amplitude (m/s^2)

11.391.782.172.562.953.343.734.124.514.9Maximum Single Amplitude (Deg/s^2)

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FIGURE 138

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 0 = Point 2

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.110.220.330.440.550.660.770.880.991.1m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 139

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 45 = Point 2

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.10.20.30.40.50.60.70.80.91m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 140

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 90 = Point 2

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.360.721.081.441.82.162.522.883.243.6m/m

00.931.862.793.724.655.586.517.448.379.3Deg/m

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FIGURE 141

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 135 = Point 2

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.10.20.30.40.50.60.70.80.91m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 142

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 180 = Point 2

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.110.220.330.440.550.660.770.880.991.1m/m

00.20.40.60.811.21.41.61.82Deg/m

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FIGURE 143

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 225 = Point 2

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.10.20.30.40.50.60.70.80.91m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 515: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 144

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 270 = Point 2

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.360.721.081.441.82.162.522.883.243.6m/m

00.931.862.793.724.655.586.517.448.379.3Deg/m

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FIGURE 145

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Response Amplitude Operators Heading 315 = Point 2

25.8

9.6

13.4

17.2

21

24.8

28.6

32.4

36.2

40

Period (s)

00.10.20.30.40.50.60.70.80.91m/m

00.20.40.60.811.21.41.61.82Deg/m

Page 517: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 146

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 0 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (m)

00.921.842.763.684.65.526.447.368.289.2Maximum Single Amplitude (Deg)

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FIGURE 147

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 0 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.120.240.360.480.60.720.840.961.081.2Maximum Single Amplitude (m/s^2)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (Deg/s^2)

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FIGURE 148

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 45 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.31.672.042.412.783.153.523.894.264.635Maximum Single Amplitude (m)

2.63.23.84.455.66.26.87.488.6Maximum Single Amplitude (Deg)

Page 520: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 149

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 45 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.60.710.820.931.041.151.261.371.481.591.7Maximum Single Amplitude (m/s^2)

11.391.782.172.562.953.343.734.124.514.9Maximum Single Amplitude (Deg/s^2)

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FIGURE 150

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 90 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.81.62.43.244.85.66.47.28Maximum Single Amplitude (m)

02.557.51012.51517.52022.525Maximum Single Amplitude (Deg)

Page 522: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 151

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 90 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.711.422.132.843.554.264.975.686.397.1Maximum Single Amplitude (m/s^2)

01.93.85.77.69.511.413.315.217.119Maximum Single Amplitude (Deg/s^2)

Page 523: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 152

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 135 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.21.581.962.342.723.13.483.864.244.625Maximum Single Amplitude (m)

2.63.213.824.435.045.656.266.877.488.098.7Maximum Single Amplitude (Deg)

Page 524: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 153

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 135 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.620.740.860.981.11.221.341.461.581.7Maximum Single Amplitude (m/s^2)

11.41.82.22.633.43.84.24.65Maximum Single Amplitude (Deg/s^2)

Page 525: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 154

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 180 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (m)

00.921.842.763.684.65.526.447.368.289.2Maximum Single Amplitude (Deg)

Page 526: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 155

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 180 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.120.240.360.480.60.720.840.961.081.2Maximum Single Amplitude (m/s^2)

00.460.921.381.842.32.763.223.684.144.6Maximum Single Amplitude (Deg/s^2)

Page 527: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 156

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 225 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.21.581.962.342.723.13.483.864.244.625Maximum Single Amplitude (m)

2.63.213.824.435.045.656.266.877.488.098.7Maximum Single Amplitude (Deg)

Page 528: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 157

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 225 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.60.710.820.931.041.151.261.371.481.591.7Maximum Single Amplitude (m/s^2)

11.41.82.22.633.43.84.24.65Maximum Single Amplitude (Deg/s^2)

Page 529: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 158

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 270 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.81.62.43.244.85.66.47.28Maximum Single Amplitude (m)

02.557.51012.51517.52022.525Maximum Single Amplitude (Deg)

Page 530: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 159

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 270 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

00.711.422.132.843.554.264.975.686.397.1Maximum Single Amplitude (m/s^2)

01.93.85.77.69.511.413.315.217.119Maximum Single Amplitude (Deg/s^2)

Page 531: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 160

Surge

Sway

Heave

Roll

Pitch

Yaw

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Motion Amplitude for Hs=6 m, Heading 315 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

1.21.581.962.342.723.13.483.864.244.625Maximum Single Amplitude (m)

2.63.23.84.455.66.26.87.488.6Maximum Single Amplitude (Deg)

Page 532: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 161

Surge Acc

Sway Acc

Heave Acc

Roll Acc

Pitch Acc

Yaw Acc

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Maximum Accelleration Amplitude for Hs=6 m, Heading 315 at Point 2

7.4

7.8

8.2

8.6

99.4

9.8

10.2

10.6

11

11.4

Seastate Mean Period (s)

0.50.620.740.860.981.11.221.341.461.581.7Maximum Single Amplitude (m/s^2)

11.391.782.172.562.953.343.734.124.514.9Maximum Single Amplitude (Deg/s^2)

Page 533: Transport Analysis Report Full Stability and Motion ... · PDF fileONLINE MARINE ENGINEERING Transport Analysis Report Full Stability and Motion Analysis Project EXAMPLE PROJECT Client

FIGURE 162

Righting Arm

Wind Arm

User: SPT Offshore b.v. NO.: 2 - EXAMPLE PROJECT

Dynamic run with HS= 6 m at Point 2

05.8

11.6

17.4

23.2

29

34.8

40.6

46.4

52.2

58

Roll Angle (Deg)

00.71.42.12.83.54.24.95.66.37Righting & Wind Heel Arms (Meters)