lagerflÅte betong, bondejorde the boat content all claim from imo standards content. stability is...
TRANSCRIPT
FLEXIBULK AS Project no.: 9194
6711 Bryggja Revision A Norway Date: 05.08.2010
Telephone ++47 57853400
Mobil ++47 90605166 Contact person:
Mail add. [email protected] Bjarne Hamre
______________________________________________________________________________________
STABILITY-REPORT
LAGERFLÅTE BETONG, Bondejorde
______________________________________________________________________________________
Employers. Villa Arctic AS
Jakobsnes 9900 Kirkenes
Norway Contact person: Dharmarajan Rajeswaran
Background: Special claim from IMO rule.
______________________________________________________________________________________
Standard reference no: IMO intact stability
And “Nordisk båtstandard” claim.
Model type: Monohull Number of personnel: 3
Lenght of hull LH (m): 36.000 Design Category intended: A
Maximum total load mMTL (kg): 169000
Moulded Breadth (m): 9.00
Lightcraft mLCC(tons): 502.50
Enclose:
Stability report:
Front page............................................................................. page 1 – 1
GA-plan................................................................................ page 2 – 2
Condition 1_ Light ship ........................................... ........... page 3 – 5
Condition 2 Loaded w/10% fuel & FW............................. page 6 – 9
Condition 3 Leak stability ................................................. page 10 - 13
Booklet stability................................................................... page 14 - 50
Inclining test ........................................................................ page 51 - 60
______________________________________________________________________________________
Conclusion: The boat content all claim from IMO standards content.
Stability is calculated for 28 m/s wind.
Stability is OK.
Betonglekter Eidsfjord (Fx_ 9194)Light Ship
Water sp.gravity (t/m3) Date: 5 AUG 2010
App1=1-2
Intact ship 1.0250
: 1Condition No:
Spg.TCode(t/m3) (t) (m4)(m) (m) (m)(m)(m3)
Vol.DWc VCGPos
TNo LCG TCG LengthDescription
Weight IT
1.0000 0.00 0.0 0.000 6.270 17.000 175.00MIS 175.00test 3 1.0000 1.00 0.0 0.337 3.454 17.816 -4.00 4.00++0-HEEL: DELETE WEIGHT++149 1.0000 1.00 0.0 -56.692 3.454 17.816 4.00 4.00++0-HEEL: ADD WEIGHT ++150
-1.304 6.270 17.000 175.00
0.454 2.473 18.100 502.50
Dead weight:
Light ship:
0.000 0.000 ITc= 677.50 17.816 3.454TOTAL for the condition:
Condition's VCG (M): 3.454 GMT (M): KMT (M): 4.361 0.907
3.32 9.98 470.89
WATERLINE(TM/CM)
0.150
2.156Wet SurfHEELING MCT1CMDA (M) DF (M) MEAN TPCTRIM
2.006 2.081 0.00
(M2)Draft at MARK:
2.156
(T/CM)(DA-DF) (°SB/PS)(DA+DF)/2
Draft above BASE:
2.006
3
Betonglekter Eidsfjord (Fx_ 9194)Light Ship
Water sp.gravity (t/m3) Date: 5 AUG 2010
App1=1-2
SS=1-13, Shell=0Intact ship 1.0250
: 1Condition No:
Lateral plane - view from SB
0
2
4
6
8
01
21
4- 0 4 8 21 61 02 42 82 23 63
DA= 2.156M
DF= 2.006M
DM= 2.081M
MD= 2.500M(IN.S)
TR= 0.150M
Freeboard= 0.419M
Margin draft= 0.419M [Moulded max. draft - Mean draft]
WINDAr: 247.9M2
LC: 16.424M
VC: 5.976M
Bel.WL: 73.6M2
LC: 17.760M
VC: 1.053M
VCabWL: 3.889M
V.Arm: 4.924M
X1= 0.80
Cb= 0.98
X2= 1.00
k = 0.70
T = 8.7
s = 0.088
View from above
6
4
2
0
2
4
6
4- 0 4 8 21 61 02 42 82 23 63 04
AP FP
R= Rest volume to fill for actual DW-code.
(0.0000T/M3) 0%= EMPTY The code is not defined MIS (1.0000T/M3) 175.00T MIS
4
Betonglekter Eidsfjord (Fx_ 9194)Light Ship
Water sp.gravity (t/m3) Date: 5 AUG 2010
App1=1-2
Intact ship 1.0250
: 1Condition No:
Y: GZ-values (m); X:Angle (°) Wind worst case: SB
5.1-
0.1-
5.0-
0.0
5.0
0.1
5.1
08- 07- 06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06 07 08
Real_GZ(21.1°, -228.1t*m) GZ-curve GMt
B
A
0.0°
GMt
Displ.=677.50T \LCG=17.816M \VCG=3.454M \TCG=0.000M GMt = 0.907M
WIND: IMO RES.A.749(18) P = 470N/M2 DK-Load Ar = 0M2 Ak:Bilg&Bar= 0M2 LCG( AP) = 0.000M Flood Angle= 50.0° VCG(BASE) = 0.000M
Angles(-PS°) GZ(M) Angles(+SB°) GZ(M) ________________________________________
0.0 Equilibrium 0.0 Equilibrium -10.0 -0.283 10.0 0.152 -20.0 -0.724 20.0 0.286 -25.2 -0.789*Max* 30.0 0.529 -30.0 -0.759 40.0 0.620 -40.0 -0.616 50.0 0.649 -50.0 -0.423 60.0 0.721 -60.0 -0.251 70.0 1.000 -70.0 -0.208 80.0 1.438 -80.0 -0.527 80.0 1.438*Max* -4.0 -0.086*lw1 5.1 0.086*lw1 -5.6 -0.129*lw2 8.2 0.129*lw2
Angles(-PS°) Area(MR) ________________________________________
0.0 >-12.5 0.036 0.0 > -20 0.111 0.0 > -30 0.246 0.0 > -40 0.367 -30.0 >-40.0 0.121 0.0 >-25.2 0.182 15.2 > -5.6 0.072*A -5.6 >-50.0 0.352*B Wind OK. B >= A
Angles(+SB°) Area(MR) ________________________________________
0.0 > 12.5 0.022 0.0 > 20 0.051 0.0 > 30 0.123 0.0 > 40 0.225 30.0 > 40.0 0.103 0.0 > 80.0 0.812 -14.1 > 8.2 0.089*A 8.2 > 50.0 0.232*B Wind OK. B >= A
GZ curve
STABILITY CRITERIA: (Column WC="Worst Case" use: SB=SB, PS=PS or SP=SB&PS)
-----------------------------------------------------------------------------------------------------------------
Comment | Left/Expression | Value | R | Right/Req.|WC| OK/Not
-----------------------------------------------------------------------------------------------------------------
Area (0 to GZMaxAngle) >=|GetGZArea(0,MIN(GZMaxAngle,FloodAngle3)) 0.1816 >= 0.0800 PS OK
5
Betonglekter Eidsfjord (Fx_ 9194)10% fueloil and maks lastet. 28m/s wind
Water sp.gravity (t/m3) Date: 5 AUG 2010
App1=1-2
Intact ship 1.0250
: 3Condition No:
Spg.TCode(t/m3) (t) (m4)(m) (m) (m)(m)(m3)
Vol.DWc VCGPos
TNo LCG TCG LengthDescription
Weight IT
0.6200 1.18T 0.0 -3.000 5.135 10.806 2.25PEL 3.64100% 1Big Bag 9 1 0.6200 1.18T 0.0 -3.000 5.670 12.088 3.01PEL 4.85100% 2Big Bag 10 2 0.6200 1.18T 0.0 -3.000 5.670 13.369 3.01PEL 4.85100% 3Big Bag 11 3 0.6200 1.18T 0.0 -3.000 5.670 14.650 3.01PEL 4.85100% 4Big Bag 12 4 0.6200 1.18T 0.0 -3.000 5.135 16.000 2.25PEL 3.64100% 5Big Bag 13 5 0.6200 1.18T 0.0 -3.000 5.135 17.218 2.25PEL 3.64100% 6Big Bag 14 6 0.6200 1.18T 0.0 -3.000 5.135 18.500 2.25PEL 3.64100% 7Big Bag 15 7 0.6200 1.18T 0.0 -3.000 5.135 19.778 2.25PEL 3.64100% 8Big Bag 17 8 0.6200 1.18T 0.0 -3.000 5.135 21.000 2.25PEL 3.64100% 9Big Bag 16 9 0.6200 1.18T 0.0 -3.000 5.135 22.340 2.25PEL 3.64100% 10Big Bag 7 10 0.6200 1.18T 0.0 -3.000 5.135 23.624 2.25PEL 3.64100% 11Big Bag 8 11 0.6200 1.18T 0.0 -1.611 5.135 10.806 2.25PEL 3.64100% 12Big Bag 24 12 0.6200 1.18T 0.0 -1.610 5.135 12.000 2.25PEL 3.64100% 13Big Bag 25 13 0.6200 1.18T 0.0 -1.611 5.135 13.396 2.25PEL 3.64100% 14Big Bag 26 14 0.6200 1.18T 0.0 -1.611 5.670 14.650 3.01PEL 4.85100% 15Big Bag 27 15 0.6200 1.18T 0.0 -1.611 5.670 15.933 3.01PEL 4.85100% 16Big Bag 28 16 0.6200 1.18T 0.0 -1.611 5.670 17.215 3.01PEL 4.85100% 17Big Bag 29 17 0.6200 1.18T 0.0 -1.611 5.135 18.497 2.25PEL 3.64100% 18Big Bag 30 18 0.6200 1.18T 0.0 -1.611 5.135 19.778 2.25PEL 3.64100% 19Big Bag 31 19 0.6200 1.18T 0.0 -1.611 5.135 15.933 2.25PEL 3.64100% 20Big Bag 32 20 0.6200 1.18T 0.0 -1.611 5.135 22.340 2.25PEL 3.64100% 21Big Bag 33 21 0.6200 1.18T 0.0 -1.611 5.135 23.624 2.25PEL 3.64100% 22Big Bag 34 22 0.6200 1.18T 0.0 -0.173 5.135 10.806 2.25PEL 3.64100% 23Big Bag 41 23 0.6200 1.18T 0.0 -0.173 5.135 12.088 2.25PEL 3.64100% 24Big Bag 42 24 0.6200 1.18T 0.0 -0.173 5.135 13.369 2.25PEL 3.64100% 25Big Bag 43 25 0.6200 1.18T 0.0 -0.173 5.670 14.650 3.01PEL 4.85100% 26Big Bag 44 26 0.6200 1.18T 0.0 -0.173 5.670 15.933 3.01PEL 4.85100% 27Big Bag 45 27 0.6200 1.18T 0.0 -0.173 5.670 17.215 3.01PEL 4.85100% 28Big Bag 46 28 0.6200 1.18T 0.0 -0.173 5.135 18.497 2.25PEL 3.64100% 29Big Bag 47 29 0.6200 1.18T 0.0 -0.173 5.670 19.778 3.01PEL 4.85100% 30Big Bag 48 30 0.6200 1.18T 0.0 -0.173 5.670 15.933 3.01PEL 4.85100% 31Big Bag 49 31 0.6200 1.18T 0.0 -0.173 5.135 22.340 2.25PEL 3.64100% 32Big Bag 50 32 0.6200 1.18T 0.0 -0.173 5.135 23.624 2.25PEL 3.64100% 33Big Bag 51 33 0.6200 1.18T 0.0 1.263 5.135 10.806 2.25PEL 3.64100% 34Big Bag 58 34 0.6200 1.18T 0.0 1.263 5.235 12.088 2.40PEL 3.86100% 35Big Bag 59 35 0.6200 1.18T 0.0 1.263 5.135 13.369 2.25PEL 3.64100% 36Big Bag 60 36 0.6200 1.18T 0.0 1.263 5.670 14.650 3.01PEL 4.85100% 37Big Bag 61 37 0.6200 1.18T 0.0 1.263 5.670 15.933 3.01PEL 4.85100% 38Big Bag 62 38 0.6200 1.18T 0.0 1.263 5.670 17.210 3.01PEL 4.85100% 39Big Bag 63 39 0.6200 1.18T 0.0 1.263 5.135 18.497 2.25PEL 3.64100% 40Big Bag 64 40 0.6200 1.18T 0.0 1.263 5.135 19.778 2.25PEL 3.64100% 41Big Bag 65 41 0.6200 1.18T 0.0 1.263 5.135 21.060 2.25PEL 3.64100% 42Big Bag 66 42 0.6200 1.18T 0.0 1.263 5.135 22.340 2.25PEL 3.64100% 43Big Bag 67 43 0.6200 1.18T 0.0 1.263 5.135 23.620 2.25PEL 3.64100% 44Big Bag 68 44 0.6200 1.18T 0.0 2.720 5.135 10.806 2.25PEL 3.64100% 45Big Bag 75 45 0.6200 1.18T 0.0 2.720 5.135 12.088 2.25PEL 3.64100% 46Big Bag 76 46 0.6200 1.18T 0.0 2.720 5.135 13.369 2.25PEL 3.64100% 47Big Bag 77 47 0.6200 1.18T 0.0 2.720 5.670 14.650 3.01PEL 4.85100% 48Big Bag 78 48 0.6200 1.18T 0.0 2.720 5.670 15.933 3.01PEL 4.85100% 49Big Bag 79 49 0.6200 1.18T 0.0 2.720 5.670 17.215 3.01PEL 4.85100% 50Big Bag 80 50 0.6200 1.18T 0.0 2.720 5.135 18.497 2.25PEL 3.64100% 51Big Bag 81 51 0.6200 1.18T 0.0 2.720 5.135 19.778 2.25PEL 3.64100% 52Big Bag 82 52 0.6200 1.18T 0.0 2.720 5.135 21.060 2.25PEL 3.64100% 53Big Bag 83 53 0.6200 1.18T 0.0 2.720 5.135 22.340 2.25PEL 3.64100% 54Big Bag 84 54 0.6200 1.18T 0.0 2.720 5.135 23.620 2.25PEL 3.64100% 55Big Bag 85 55 0.6200 1.18T 0.0 -1.145 5.135 24.900 2.25PEL 3.64100% 56Big Bag 86 56 0.6200 1.18T 0.0 -1.145 5.135 26.173 2.25PEL 3.64100% 57Big Bag 87 57 0.6200 1.18T 0.0 -1.145 5.135 27.440 2.25PEL 3.64100% 58Big Bag 88 58 0.6200 1.18T 0.0 0.292 5.135 24.900 2.25PEL 3.64100% 59Big Bag 89 59 0.6200 1.18T 0.0 0.292 5.135 26.170 2.25PEL 3.64100% 60Big Bag 90 60 0.6200 1.18T 0.0 0.292 5.135 27.440 2.25PEL 3.64100% 61Big Bag 91 61 0.6200 1.18T 0.0 1.729 5.135 24.900 2.25PEL 3.64100% 62Big Bag 92 62 0.6200 1.18T 0.0 1.729 5.135 26.170 2.25PEL 3.64100% 63Big Bag 93 63 0.6200 1.18T 0.0 1.729 5.135 27.440 2.25PEL 3.64100% 64Big Bag 94 64 0.6200 1.18T 0.0 1.263 8.105 28.726 2.25PEL 3.64100% 65Big Bag 95 65 0.6200 1.18T 0.0 2.720 5.135 24.900 2.25PEL 3.64100% 66Big Bag 96 66 0.6200 1.18T 0.0 2.720 5.135 26.170 2.25PEL 3.64100% 67Big Bag 97 67 0.6200 1.18T 0.0 2.720 5.135 27.440 2.25PEL 3.64100% 68Big Bag 98 68 0.6200 1.18T 0.0 2.500 4.600 27.440 1.50PEL 2.42100% 69Big Bag 97 69 1.0000 0.00 0.0 0.000 7.200 1.500 0.15MIS 0.152 mann i innredning101 0.8600 1.09T 2.6 2.302 0.420 31.236 0.60FO 0.7010% 99Tank no 1.103 0.8600 1.09T 2.6 2.302 0.420 29.360 0.60FO 0.7010%100Tank no 2.104 1.0000 1.00 0.0 0.358 3.192 18.255 -4.00 4.00++0-HEEL: DELETE WEIGHT++149
6
Betonglekter Eidsfjord (Fx_ 9194)10% fueloil and maks lastet. 28m/s wind
Water sp.gravity (t/m3) Date: 5 AUG 2010
App1=1-2
Intact ship 1.0250
: 3Condition No:
-1.350 5.301 18.715 169.06
0.454 2.473 18.100 502.50
Dead weight:
Light ship:
0.007* -0.000 ITc= 671.56 18.255 3.192TOTAL for the condition:
Condition's VCG (M): 3.192 (3.185 + 0.007 ) GMT (M): KMT (M): 4.381 1.190*
3.32 9.98 469.60
WATERLINE(TM/CM)
-0.159
1.983Wet SurfHEELING MCT1CMDA (M) DF (M) MEAN TPCTRIM
2.142 2.063 0.00
(M2)Draft at MARK:
1.983
(T/CM)(DA-DF) (°SB/PS)(DA+DF)/2
Draft above BASE:
2.142
7
Betonglekter Eidsfjord (Fx_ 9194)10% fueloil and maks lastet. 28m/s wind
Water sp.gravity (t/m3) Date: 5 AUG 2010
App1=1-2
SS=1-13, Shell=0Intact ship 1.0250
: 3Condition No:
Lateral plane - view from SB
2-
0
2
4
6
8
01
21
0 4 8 21 61 02 42 82 23 63
DA= 1.983M
DF= 2.142M
DM= 2.063M
MD= 2.500M(IN.S)
TR= -0.159M
Freeboard= 0.437M
Margin draft= 0.437M [Moulded max. draft - Mean draft]
WINDAr: 248.6M2
LC: 16.294M
VC: 5.966M
Bel.WL: 72.9M2
LC: 18.215M
VC: 1.044M
VCabWL: 3.911M
V.Arm: 4.922M
X1= 0.80
Cb= 0.98
X2= 1.00
k = 0.70
T = 7.6
s = 0.095
View from above
6
4
2
0
2
4
6
8
0 4 8 21 61 02 42 82 23 63
AP FP
9910069
64
66 67 6855
56 57 58
59 60 61
62 63
40 41 42 43 44
45 46 47 51 52 53 54
1 5 6 7 8 9 10 11
12 13 14 18 1920 21 22
23 24 25 29 32 33
34 3635
28 303126 27
15 16 17
2 3 4
48 49 50
37 38 39 65
R= Rest volume to fill for actual DW-code.
FO (0.8600T/M3) 1.39M3 Fuel Oil MIS (1.0000T/M3) 0.15T MIS
PEL (0.6200T/M3) 270.50M3 Pellets
8
Betonglekter Eidsfjord (Fx_ 9194)10% fueloil and maks lastet. 28m/s wind
Water sp.gravity (t/m3) Date: 5 AUG 2010
App1=1-2
Intact ship 1.0250
: 3Condition No:
Y: GZ-values (m); X:Angle (°) Wind worst case: SB
8.1-
2.1-
6.0-
0.0
6.0
2.1
8.1
08- 07- 06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06 07 08
Real_GZ(18.5°, -240.1t*m) GZ-curve GMt
B
A
0.0°
GMt
Displ.=671.56T \LCG=18.255M \VCG=3.192M \TCG=0.000M GMt = 1.190M
WIND: IMO RES.A.749(18) P = 470N/M2 DK-Load Ar = 0M2 Ak:Bilg&Bar= 0M2 LCG( AP) = 0.000M Flood Angle= 50.0° VCG(BASE) = 0.000M
Angles(-PS°) GZ(M) Angles(+SB°) GZ(M) ________________________________________
0.0 Equilibrium 0.0 Equilibrium -10.0 -0.326 10.0 0.202 -20.0 -0.826 20.0 0.380 -26.3 -0.917*Max* 30.0 0.658 -30.0 -0.900 40.0 0.779 -40.0 -0.786 50.0 0.836 -50.0 -0.617 60.0 0.930 -60.0 -0.465 70.0 1.222 -70.0 -0.436 80.0 1.667 -80.0 -0.753 80.0 1.667*Max* -3.5 -0.087*lw1 3.9 0.087*lw1 -4.9 -0.131*lw2 6.1 0.131*lw2
Angles(-PS°) Area(MR) ________________________________________
0.0 >-12.5 0.042 0.0 > -20 0.128 0.0 > -30 0.284 0.0 > -40 0.432 -30.0 >-40.0 0.148 0.0 >-26.3 0.226 15.8 > -4.9 0.086*A -4.9 >-50.0 0.447*B Wind OK. B >= A
Angles(+SB°) Area(MR) ________________________________________
0.0 > 12.5 0.028 0.0 > 20 0.068 0.0 > 30 0.159 0.0 > 40 0.287 30.0 > 40.0 0.128 0.0 > 80.0 1.016 -15.4 > 6.1 0.111*A 6.1 > 50.0 0.320*B Wind OK. B >= A
GZ curve
STABILITY CRITERIA: (Column WC="Worst Case" use: SB=SB, PS=PS or SP=SB&PS)
-----------------------------------------------------------------------------------------------------------------
Comment | Left/Expression | Value | R | Right/Req.|WC| OK/Not
-----------------------------------------------------------------------------------------------------------------
Area (0 to GZMaxAngle) >=|GetGZArea(0,MIN(GZMaxAngle,FloodAngle3)) 0.2261 >= 0.0800 PS OK
9
Betonglekter Eidsfjord (Fx_ 9194)LEAK 100% fueloil and maks lastet.
Water sp.gravity (t/m3) Date: 5 AUG 2010
App1=1-2, App2=3
Intact ship 1.0250
: 3Condition No:
Spg.TCode(t/m3) (t) (m4)(m) (m) (m)(m)(m3)
Vol.DWc VCGPos
TNo LCG TCG LengthDescription
Weight IT
0.6200 1.18T 0.0 -3.000 5.135 10.806 2.25PEL 3.64100% 1Big Bag 9 1 0.6200 1.18T 0.0 -3.000 5.670 12.088 3.01PEL 4.85100% 2Big Bag 10 2 0.6200 1.18T 0.0 -3.000 5.670 13.369 3.01PEL 4.85100% 3Big Bag 11 3 0.6200 1.18T 0.0 -3.000 5.670 14.650 3.01PEL 4.85100% 4Big Bag 12 4 0.6200 1.18T 0.0 -3.000 5.135 16.000 2.25PEL 3.64100% 5Big Bag 13 5 0.6200 1.18T 0.0 -3.000 5.135 17.218 2.25PEL 3.64100% 6Big Bag 14 6 0.6200 1.18T 0.0 -3.000 5.135 18.500 2.25PEL 3.64100% 7Big Bag 15 7 0.6200 1.18T 0.0 -3.000 5.135 19.778 2.25PEL 3.64100% 8Big Bag 17 8 0.6200 1.18T 0.0 -3.000 5.135 21.000 2.25PEL 3.64100% 9Big Bag 16 9 0.6200 1.18T 0.0 -3.000 5.135 22.340 2.25PEL 3.64100% 10Big Bag 7 10 0.6200 1.18T 0.0 -3.000 5.135 23.624 2.25PEL 3.64100% 11Big Bag 8 11 0.6200 1.18T 0.0 -1.611 5.135 10.806 2.25PEL 3.64100% 12Big Bag 24 12 0.6200 1.18T 0.0 -1.610 5.135 12.000 2.25PEL 3.64100% 13Big Bag 25 13 0.6200 1.18T 0.0 -1.611 5.135 13.396 2.25PEL 3.64100% 14Big Bag 26 14 0.6200 1.18T 0.0 -1.611 5.670 14.650 3.01PEL 4.85100% 15Big Bag 27 15 0.6200 1.18T 0.0 -1.611 5.670 15.933 3.01PEL 4.85100% 16Big Bag 28 16 0.6200 1.18T 0.0 -1.611 5.670 17.215 3.01PEL 4.85100% 17Big Bag 29 17 0.6200 1.18T 0.0 -1.611 5.135 18.497 2.25PEL 3.64100% 18Big Bag 30 18 0.6200 1.18T 0.0 -1.611 5.135 19.778 2.25PEL 3.64100% 19Big Bag 31 19 0.6200 1.18T 0.0 -1.611 5.135 15.933 2.25PEL 3.64100% 20Big Bag 32 20 0.6200 1.18T 0.0 -1.611 5.135 22.340 2.25PEL 3.64100% 21Big Bag 33 21 0.6200 1.18T 0.0 -1.611 5.135 23.624 2.25PEL 3.64100% 22Big Bag 34 22 0.6200 1.18T 0.0 -0.173 5.135 10.806 2.25PEL 3.64100% 23Big Bag 41 23 0.6200 1.18T 0.0 -0.173 5.135 12.088 2.25PEL 3.64100% 24Big Bag 42 24 0.6200 1.18T 0.0 -0.173 5.135 13.369 2.25PEL 3.64100% 25Big Bag 43 25 0.6200 1.18T 0.0 -0.173 5.670 14.650 3.01PEL 4.85100% 26Big Bag 44 26 0.6200 1.18T 0.0 -0.173 5.670 15.933 3.01PEL 4.85100% 27Big Bag 45 27 0.6200 1.18T 0.0 -0.173 5.670 17.215 3.01PEL 4.85100% 28Big Bag 46 28 0.6200 1.18T 0.0 -0.173 5.135 18.497 2.25PEL 3.64100% 29Big Bag 47 29 0.6200 1.18T 0.0 -0.173 5.670 19.778 3.01PEL 4.85100% 30Big Bag 48 30 0.6200 1.18T 0.0 -0.173 5.670 15.933 3.01PEL 4.85100% 31Big Bag 49 31 0.6200 1.18T 0.0 -0.173 5.135 22.340 2.25PEL 3.64100% 32Big Bag 50 32 0.6200 1.18T 0.0 -0.173 5.135 23.624 2.25PEL 3.64100% 33Big Bag 51 33 0.6200 1.18T 0.0 1.263 5.135 10.806 2.25PEL 3.64100% 34Big Bag 58 34 0.6200 1.18T 0.0 1.263 5.235 12.088 2.40PEL 3.86100% 35Big Bag 59 35 0.6200 1.18T 0.0 1.263 5.135 13.369 2.25PEL 3.64100% 36Big Bag 60 36 0.6200 1.18T 0.0 1.263 5.670 14.650 3.01PEL 4.85100% 37Big Bag 61 37 0.6200 1.18T 0.0 1.263 5.670 15.933 3.01PEL 4.85100% 38Big Bag 62 38 0.6200 1.18T 0.0 1.263 5.670 17.210 3.01PEL 4.85100% 39Big Bag 63 39 0.6200 1.18T 0.0 1.263 5.135 18.497 2.25PEL 3.64100% 40Big Bag 64 40 0.6200 1.18T 0.0 1.263 5.135 19.778 2.25PEL 3.64100% 41Big Bag 65 41 0.6200 1.18T 0.0 1.263 5.135 21.060 2.25PEL 3.64100% 42Big Bag 66 42 0.6200 1.18T 0.0 1.263 5.135 22.340 2.25PEL 3.64100% 43Big Bag 67 43 0.6200 1.18T 0.0 1.263 5.135 23.620 2.25PEL 3.64100% 44Big Bag 68 44 0.6200 1.18T 0.0 2.720 5.135 10.806 2.25PEL 3.64100% 45Big Bag 75 45 0.6200 1.18T 0.0 2.720 5.135 12.088 2.25PEL 3.64100% 46Big Bag 76 46 0.6200 1.18T 0.0 2.720 5.135 13.369 2.25PEL 3.64100% 47Big Bag 77 47 0.6200 1.18T 0.0 2.720 5.670 14.650 3.01PEL 4.85100% 48Big Bag 78 48 0.6200 1.18T 0.0 2.720 5.670 15.933 3.01PEL 4.85100% 49Big Bag 79 49 0.6200 1.18T 0.0 2.720 5.670 17.215 3.01PEL 4.85100% 50Big Bag 80 50 0.6200 1.18T 0.0 2.720 5.135 18.497 2.25PEL 3.64100% 51Big Bag 81 51 0.6200 1.18T 0.0 2.720 5.135 19.778 2.25PEL 3.64100% 52Big Bag 82 52 0.6200 1.18T 0.0 2.720 5.135 21.060 2.25PEL 3.64100% 53Big Bag 83 53 0.6200 1.18T 0.0 2.720 5.135 22.340 2.25PEL 3.64100% 54Big Bag 84 54 0.6200 1.18T 0.0 2.720 5.135 23.620 2.25PEL 3.64100% 55Big Bag 85 55 0.6200 1.18T 0.0 -1.145 5.135 24.900 2.25PEL 3.64100% 56Big Bag 86 56 0.6200 1.18T 0.0 -1.145 5.135 26.173 2.25PEL 3.64100% 57Big Bag 87 57 0.6200 1.18T 0.0 -1.145 5.135 27.440 2.25PEL 3.64100% 58Big Bag 88 58 0.6200 1.18T 0.0 0.292 5.135 24.900 2.25PEL 3.64100% 59Big Bag 89 59 0.6200 1.18T 0.0 0.292 5.135 26.170 2.25PEL 3.64100% 60Big Bag 90 60 0.6200 1.18T 0.0 0.292 5.135 27.440 2.25PEL 3.64100% 61Big Bag 91 61 0.6200 1.18T 0.0 1.729 5.135 24.900 2.25PEL 3.64100% 62Big Bag 92 62 0.6200 1.18T 0.0 1.729 5.135 26.170 2.25PEL 3.64100% 63Big Bag 93 63 0.6200 1.18T 0.0 1.729 5.135 27.440 2.25PEL 3.64100% 64Big Bag 94 64 0.6200 1.18T 0.0 1.263 8.105 28.726 2.25PEL 3.64100% 65Big Bag 95 65 0.6200 1.18T 0.0 2.720 5.135 24.900 2.25PEL 3.64100% 66Big Bag 96 66 0.6200 1.18T 0.0 2.720 5.135 26.170 2.25PEL 3.64100% 67Big Bag 97 67 0.6200 1.18T 0.0 2.720 5.135 27.440 2.25PEL 3.64100% 68Big Bag 98 68 0.6200 1.18T 0.0 2.500 4.600 27.440 1.50PEL 2.42100% 69Big Bag 97 69 1.0000 0.00 0.0 0.000 7.200 1.500 0.15MIS 0.152 mann i innredning101 0.8600 1.09T 0.0 2.302 1.365 31.236 5.98FO 6.96100% 99Tank no 1.103 0.8600 1.09T 0.0 2.302 1.365 29.360 5.98FO 6.96100%100Tank no 2.104 1.0000 1.00 0.0 0.388 3.158 18.445 -4.00 4.00++0-HEEL: DELETE WEIGHT++149
10
Betonglekter Eidsfjord (Fx_ 9194)LEAK 100% fueloil and maks lastet.
Water sp.gravity (t/m3) Date: 5 AUG 2010
App1=1-2, App2=3
Intact ship 1.0250
: 3Condition No:
-1.388 5.072 19.409 179.83
0.454 2.473 18.100 502.50
Dead weight:
Light ship:
0.000 -0.031 ITc= 682.33 18.445 3.158TOTAL for the condition:
Condition's VCG (M): 3.158 GMT (M): KMT (M): 4.642 1.484
3.19 9.14 499.72
WATERLINE(TM/CM)
1.027
2.977Wet SurfHEELING MCT1CMDA (M) DF (M) MEAN TPCTRIM
1.951 2.464 0.00
(M2)Draft at MARK:
2.977
(T/CM)(DA-DF) (°SB/PS)(DA+DF)/2
Draft above BASE:
1.951
11
Betonglekter Eidsfjord (Fx_ 9194)LEAK 100% fueloil and maks lastet.
Water sp.gravity (t/m3) Date: 5 AUG 2010
App1=1-2, App2=3
SS=1-13, Shell=0Intact ship 1.0250
: 3Condition No:
Lateral plane - view from SB
0
2
4
6
8
01
21
4- 0 4 8 21 61 02 42 82 23 63
DA= 2.977M
DF= 1.951M
DM= 2.464M
MD= 2.500M(IN.S)
TR= 1.027M
Freeboard= 0.036M
Margin draft= 0.036M [Moulded max. draft - Mean draft]
WINDAr: 234.1M2
LC: 16.736M
VC: 6.187M
Bel.WL: 87.3M2
LC: 16.712M
VC: 1.263M
VCabWL: 3.688M
V.Arm: 4.925M
X1= 0.80
Cb= 0.83
X2= 1.00
k = 0.70
T = 6.6
s = 0.099
View from above
6
4
2
0
2
4
6
4- 0 4 8 21 61 02 42 82 23 63 04
AP FP
9910069
64
66 67 6855
56 57 58
59 60 61
62 6340 41 42 43 44
45 46 47 51 52 53 54
1 5 6 7 8 9 10 11
12 13 14 18 1920 21 22
23 24 25 29 32 33
34 3635
28 303126 27
15 16 17
2 3 4
48 49 50
37 38 39 65
R= Rest volume to fill for actual DW-code.
FO (0.8600T/M3) 13.92M3 Fuel Oil MIS (1.0000T/M3) 0.15T MIS
PEL (0.6200T/M3) 270.50M3 Pellets
12
Betonglekter Eidsfjord (Fx_ 9194)LEAK 100% fueloil and maks lastet.
Water sp.gravity (t/m3) Date: 5 AUG 2010
App1=1-2, App2=3
Intact ship 1.0250
: 3Condition No:
Y: GZ-values (m); X:Angle (°) Wind worst case: SB
2.1-
6.0-
0.0
6.0
2.1
8.1
4.2
08- 07- 06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06 07 08
Real_GZ(19.1°, -286.3t*m) GZ-curve GMt
B
A
0.0°
GMt
Displ.=682.33T \LCG=18.445M \VCG=3.158M \TCG=-0.031M GMt = 1.484M
WIND: IMO RES.A.749(18) P = 470N/M2 DK-Load Ar = 0M2 Ak:Bilg&Bar= 0M2 LCG( AP) = 0.000M Flood Angle= 50.0° VCG(BASE) = 0.000M
Angles(-PS°) GZ(M) Angles(+SB°) GZ(M) ________________________________________
0.0 Equilibrium 0.0 Equilibrium -10.0 -0.436 10.0 0.214 -20.0 -0.701 20.0 0.418 -30.0 -0.788 30.0 0.704 -40.0 -0.789 40.0 0.923 -50.0 -0.719 50.0 1.055 -60.0 -0.659 60.0 1.211 -70.0 -0.719 70.0 1.549 -80.0 -1.068 80.0 1.924 -80.0 -1.068*Max* 80.0 1.924*Max* -2.1 -0.081*lw1 2.8 0.081*lw1 -3.1 -0.121*lw2 4.6 0.121*lw2
Angles(-PS°) Area(MR) ________________________________________
0.0 >-12.5 0.058 0.0 > -20 0.140 0.0 > -30 0.272 0.0 > -40 0.410 -30.0 >-40.0 0.139 0.0 >-80.0 0.932 16.1 > -3.1 0.087*A -3.1 >-50.0 0.440*B Wind OK. B >= A
Angles(+SB°) Area(MR) ________________________________________
0.0 > 12.5 0.032 0.0 > 20 0.075 0.0 > 30 0.173 0.0 > 40 0.316 30.0 > 40.0 0.144 0.0 > 80.0 1.228 -15.4 > 4.6 0.125*A 4.6 > 50.0 0.388*B Wind OK. B >= A
GZ curve
STABILITY CRITERIA: (Column WC="Worst Case" use: SB=SB, PS=PS or SP=SB&PS)
-----------------------------------------------------------------------------------------------------------------
Comment | Left/Expression | Value | R | Right/Req.|WC| OK/Not
-----------------------------------------------------------------------------------------------------------------
Area (0 to GZMaxAngle) >=|GetGZArea(0,MIN(GZMaxAngle,FloodAngle3)) 0.9317 >= 0.0800 PS OK
13
Betonglekter Eidsfjord (Fx_ 9194)
The HYPET definitions. Date: 5 AUG 2010
ShortCut Unit Description-------------------------------------------------------------------------------------------------------------BASE (BL) BASE Line. Horizontal line, vertical placed above Keel at LPP/2CL The Ships Centre LineAP Aft Perpendicular. Defined as a vertical line through the Rudder axisFP Fore Perpendicular. The construction waterline cuts the bow at FP Also defined as LPP metres in front of AP
LPP m Length between Perpendiculares. (From AP to FP)LOA m Total SHIP Length. The largest length for the Ship.DA m Draught at AP. Measured above BASEDF m Draught at FP. Measured above BASE
LCG m Longitudinal Centre of Gravity measured from APVCG (KG) m Uncorrected Vertical Centre of Gravity, measured above BASE.VCG_Cor. m VCG + Cor.for It [Sum:(Sp.gr.*It)] / [Sum:(Sp.Gr.*VolumeDispl)]VCG_Max m Maximum allowed VCG. Taken from the VCG limit curvesTCG m Transverse Centre of Gravity from CLLCB/ VCB/ TCB m Longitudinal/ Vertical/ Transverse Centre of Buoyancy from AP/ BASE/ CLVL_Area m2 The Waterline areaLCF/ TCF m Longitudinal/ Transverse Centre of Flotation from AP/ CL. (CoG for VL_Area)IT/ IL m4 Transverse/ Longitudinal moment of inertia for Waterline.IP m3 Polar moment of inertia for Waterline.BMT/ BML m Transverse/ Longitudinal Metacentre radius: (IT/Displ) / (IL/Displ)KMT/ KML m Transverse/ Longitudinal Metacentre height: (BMT+VCB) / (BML+VCB)GMT/ GML m GMT=(KMT-VCG)/ GML=(KML-VCG)GZ m Righting arm. Transverse distance between BUOYANCY and WEIGHT load line.MR MetresRadians. To measure the area under the GZ curveTPC T/cm Ton Per Cm immersionMCT1CM T Necessary moment to TRIM the ship 1 Cm [m4*T/m3/m] = [T]Heeling (V) ° Heelage in Degrees against SB(+) and PS(-)Turning When heeling, the waterline will not be symmetrical. Waterline Trim/ Turn at LCF/ TCFDisplacement T or m3 Weight-Displacement in Tonnes or Volume-Displacement in m3FSM T*m Free surface moment
Trim = (DA-DF) | Units | AxisTrim Aft(positive) | Length: Metres (m) | AP Longitudinal referance -Aft +ForeTrim Fore(negative) | Weight: Tonnes (T) | BASE Vertical referance -Under +Above | | CL Transverse referance -PS(Port Side) +SB(Starboard)
AbbreviationsCoG Centre of Gravity in metres from AP, BASE and CLCoB Centre of Buoyancy in metres from AP, BASE and CLSp.gr. Specific gravity in T/m3
GZ = GM * SIN(V) + MSGZ = PN - PG * SIN(V)PN = KY when KP = 0
Betonglekter Eidsfjord (Fx_ 9194)
Maindata
Date: 5 AUG 2010
D:\900\9194\Skrog\Path to ship:
Prefix: 1
1
2
Y
Z
AP
FP ->X
\10
\20
\30
3
Buildfirm:
Project:
Signature:
Date:
Lpp (m):
Loa (m):
Moulded Breadth(m):
Moulded Depth(m):
Sections:
Boxes:
Volume sections:
Spec.gravity (t/m3):
35.950
Russisk
ShellAddition(x/1000):
35.950
Appendages:
9194
Constr.Trim (m):
9.050
1.0250
BH
Keelpl. at AP (m):
2.700
2.500Moulded max.Draft(m):
Min. Slamming (m): 0.000
0
22.07.2010
Keelpl. at FP (m):
0.000
0.000
0.000
SectionSpacing: 1
GZ angles (deg): 10,20,30,40,50,60,70,80
1-13
1-2
3
Betonglekter Eidsfjord (Fx_ 9194)
Maindata
Date: 5 AUG 2010
D:\900\9194\Skrog\Path to ship:
Prefix: 1
1
2
Y
Z
3
1
2
Y
Z
AP FP ->X \10 \20 \30 3
1
2
Y
Z AP FP ->X \10 \20 \30
3
Betonglekter Eidsfjord (Fx_ 9194)
The list of Ship's hull sections Date: 5 AUG 2010
Sections:
0.0
6.0
2.1
8.1
4.2
0.3
5.4- 6.3- 7.2- 8.1- 9.0- 0.0 9.0 8.1 7.2 6.3 5.4
No From AP (input) From AP (m) Points (input) Points No From AP (input) From AP (m) Points (input) Points
1 0 0.000 4 4 8 23.535 23.535 4 4
2 0.4 0.400 4 4 9 29.035 29.035 4 4
3 0.8 0.800 4 4 10 34.80 34.800 3.11 5
4 1.2 1.200 3.11 5 11 35.20 35.200 4 4
5 7.035 7.035 4 4 12 35.60 35.600 4 4
6 12.535 12.535 4 4 13 36.000 36.000 4 4
7 18.035 18.035 4 4
Betonglekter Eidsfjord (Fx_ 9194)
The list of tanks. Date: 5 AUG 2010
No Description Volume DWc Sp.Gr. Weight LCG VCG TCG Max.IT Corr. Flood points Used Volume sections
(m3) DWc (t/m3) (t) (m) (m) (m) (m4) factor
99 Tank no 1. 6.96 FO 0.8600 5.98 31.236 1.365 2.302 2.6 1.00000 1
100 Tank no 2. 6.96 FO 0.8600 5.98 29.360 1.365 2.302 2.6 1.00000 2
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)The drawings of tanks
Date: 5 AUG 2010
Y Z AP
FP ->X
\10
\20
\30 PL
Y Z AP FP ->X \10 \20 \30
PL
Y Z AP FP ->X \10 \20 \30 PL
PL
PL
PL
Tank No: 99
Used VolSections: 1 Flood points:
Description: Tank no 1.
Total uncorr. volume (m3): 6.96
Total corr. volume (m3): 6.96x 1.00000 6.96
Y Z AP
FP ->X
\10
\20
\30 PL
Y Z AP FP ->X \10 \20 \30
PL
Y Z AP FP ->X \10 \20 \30 PL
PL
PL
Tank No: 100
Used VolSections: 2 Flood points:
Description: Tank no 2.
Total uncorr. volume (m3): 6.96
Total corr. volume (m3): 6.96x 1.00000 6.96
Betonglekter Eidsfjord (Fx_ 9194)
Tank table. Heeling angle = 0.0(°) Date: 5 AUG 2010
Tank No: 99 Tank no 1.
0.01Waterline-space (m):
1.00000Correction factor:
0
Vol. sections: 1
Trims: NOSet IT/IP/IL to 0:
Pipe data:
No From AP (m) Above BL (m)From CL (m)
1 30.791 0.315 0.882
2 30.791 2.415 0.882
Height Corrected VOLUMES (M3) LCG VCG TCG IT
Sound. TRIMMED Waterline (DA-DF) in M From AP Ab.BASE From CL Transv.
0=0.315 0.000 (m) (m) (m) (m4)
0.000 0.00 31.236 0.315 2.302 2.55
0.010 0.03 31.236 0.320 2.302 2.55
0.020 0.07 31.236 0.325 2.302 2.55
0.030 0.10 31.236 0.330 2.302 2.55
0.040 0.13 31.236 0.335 2.302 2.55
0.050 0.17 31.236 0.340 2.302 2.55
0.060 0.20 31.236 0.345 2.302 2.55
0.070 0.23 31.236 0.350 2.302 2.55
0.080 0.27 31.236 0.355 2.302 2.55
0.090 0.30 31.236 0.360 2.302 2.55
0.100 0.33 31.236 0.365 2.302 2.55
0.110 0.37 31.236 0.370 2.302 2.55
0.120 0.40 31.236 0.375 2.302 2.55
0.130 0.43 31.236 0.380 2.302 2.55
0.140 0.47 31.236 0.385 2.302 2.55
0.150 0.50 31.236 0.390 2.302 2.55
0.160 0.53 31.236 0.395 2.302 2.55
0.170 0.56 31.236 0.400 2.302 2.55
0.180 0.60 31.236 0.405 2.302 2.55
0.190 0.63 31.236 0.410 2.302 2.55
0.200 0.66 31.236 0.415 2.302 2.55
0.210 0.70 31.236 0.420 2.302 2.55
0.220 0.73 31.236 0.425 2.302 2.55
0.230 0.76 31.236 0.430 2.302 2.55
0.240 0.80 31.236 0.435 2.302 2.55
0.250 0.83 31.236 0.440 2.302 2.55
0.260 0.86 31.236 0.445 2.302 2.55
0.270 0.90 31.236 0.450 2.302 2.55
0.280 0.93 31.236 0.455 2.302 2.55
0.290 0.96 31.236 0.460 2.302 2.55
0.300 1.00 31.236 0.465 2.302 2.55
0.310 1.03 31.236 0.470 2.302 2.55
0.320 1.06 31.236 0.475 2.302 2.55
0.330 1.09 31.236 0.480 2.302 2.55
0.340 1.13 31.236 0.485 2.302 2.55
0.350 1.16 31.236 0.490 2.302 2.55
0.360 1.19 31.236 0.495 2.302 2.55
0.370 1.23 31.236 0.500 2.302 2.55
0.380 1.26 31.236 0.505 2.302 2.55
0.390 1.29 31.236 0.510 2.302 2.55
0.400 1.33 31.236 0.515 2.302 2.55
0.410 1.36 31.236 0.520 2.302 2.55
0.420 1.39 31.236 0.525 2.302 2.55
0.430 1.43 31.236 0.530 2.302 2.55
0.440 1.46 31.236 0.535 2.302 2.55
0.450 1.49 31.236 0.540 2.302 2.55
0.460 1.53 31.236 0.545 2.302 2.55
0.470 1.56 31.236 0.550 2.302 2.55
0.480 1.59 31.236 0.555 2.302 2.55
0.490 1.62 31.236 0.560 2.302 2.55
0.500 1.66 31.236 0.565 2.302 2.55
0.510 1.69 31.236 0.570 2.302 2.55
0.520 1.72 31.236 0.575 2.302 2.55
0.530 1.76 31.236 0.580 2.302 2.55
0.540 1.79 31.236 0.585 2.302 2.55
0.550 1.82 31.236 0.590 2.302 2.55
0.560 1.86 31.236 0.595 2.302 2.55
0.570 1.89 31.236 0.600 2.302 2.55
0.580 1.92 31.236 0.605 2.302 2.55
0.590 1.96 31.236 0.610 2.302 2.55
0.600 1.99 31.236 0.615 2.302 2.55
0.610 2.02 31.236 0.620 2.302 2.55
0.620 2.06 31.236 0.625 2.302 2.55
0.630 2.09 31.236 0.630 2.302 2.55
0.640 2.12 31.236 0.635 2.302 2.55
0.650 2.16 31.236 0.640 2.302 2.55
0.660 2.19 31.236 0.645 2.302 2.55
Betonglekter Eidsfjord (Fx_ 9194)
Tank table. Heeling angle = 0.0(°) Date: 5 AUG 2010
Height Corrected VOLUMES (M3) LCG VCG TCG IT
Sound. TRIMMED Waterline (DA-DF) in M From AP Ab.BASE From CL Transv.
0=0.315 0.000 (m) (m) (m) (m4)
0.670 2.22 31.236 0.650 2.302 2.55
0.680 2.25 31.236 0.655 2.302 2.55
0.690 2.29 31.236 0.660 2.302 2.55
0.700 2.32 31.236 0.665 2.302 2.55
0.710 2.35 31.236 0.670 2.302 2.55
0.720 2.39 31.236 0.675 2.302 2.55
0.730 2.42 31.236 0.680 2.302 2.55
0.740 2.45 31.236 0.685 2.302 2.55
0.750 2.49 31.236 0.690 2.302 2.55
0.760 2.52 31.236 0.695 2.302 2.55
0.770 2.55 31.236 0.700 2.302 2.55
0.780 2.59 31.236 0.705 2.302 2.55
0.790 2.62 31.236 0.710 2.302 2.55
0.800 2.65 31.236 0.715 2.302 2.55
0.810 2.69 31.236 0.720 2.302 2.55
0.820 2.72 31.236 0.725 2.302 2.55
0.830 2.75 31.236 0.730 2.302 2.55
0.840 2.78 31.236 0.735 2.302 2.55
0.850 2.82 31.236 0.740 2.302 2.55
0.860 2.85 31.236 0.745 2.302 2.55
0.870 2.88 31.236 0.750 2.302 2.55
0.880 2.92 31.236 0.755 2.302 2.55
0.890 2.95 31.236 0.760 2.302 2.55
0.900 2.98 31.236 0.765 2.302 2.55
0.910 3.02 31.236 0.770 2.302 2.55
0.920 3.05 31.236 0.775 2.302 2.55
0.930 3.08 31.236 0.780 2.302 2.55
0.940 3.12 31.236 0.785 2.302 2.55
0.950 3.15 31.236 0.790 2.302 2.55
0.960 3.18 31.236 0.795 2.302 2.55
0.970 3.22 31.236 0.800 2.302 2.55
0.980 3.25 31.236 0.805 2.302 2.55
0.990 3.28 31.236 0.810 2.302 2.55
1.000 3.31 31.236 0.815 2.302 2.55
1.010 3.35 31.236 0.820 2.302 2.55
1.020 3.38 31.236 0.825 2.302 2.55
1.030 3.41 31.236 0.830 2.302 2.55
1.040 3.45 31.236 0.835 2.302 2.55
1.050 3.48 31.236 0.840 2.302 2.55
1.060 3.51 31.236 0.845 2.302 2.55
1.070 3.55 31.236 0.850 2.302 2.55
1.080 3.58 31.236 0.855 2.302 2.55
1.090 3.61 31.236 0.860 2.302 2.55
1.100 3.65 31.236 0.865 2.302 2.55
1.110 3.68 31.236 0.870 2.302 2.55
1.120 3.71 31.236 0.875 2.302 2.55
1.130 3.75 31.236 0.880 2.302 2.55
1.140 3.78 31.236 0.885 2.302 2.55
1.150 3.81 31.236 0.890 2.302 2.55
1.160 3.85 31.236 0.895 2.302 2.55
1.170 3.88 31.236 0.900 2.302 2.55
1.180 3.91 31.236 0.905 2.302 2.55
1.190 3.94 31.236 0.910 2.302 2.55
1.200 3.98 31.236 0.915 2.302 2.55
1.210 4.01 31.236 0.920 2.302 2.55
1.220 4.04 31.236 0.925 2.302 2.55
1.230 4.08 31.236 0.930 2.302 2.55
1.240 4.11 31.236 0.935 2.302 2.55
1.250 4.14 31.236 0.940 2.302 2.55
1.260 4.18 31.236 0.945 2.302 2.55
1.270 4.21 31.236 0.950 2.302 2.55
1.280 4.24 31.236 0.955 2.302 2.55
1.290 4.28 31.236 0.960 2.302 2.55
1.300 4.31 31.236 0.965 2.302 2.55
1.310 4.34 31.236 0.970 2.302 2.55
1.320 4.38 31.236 0.975 2.302 2.55
1.330 4.41 31.236 0.980 2.302 2.55
1.340 4.44 31.236 0.985 2.302 2.55
1.350 4.47 31.236 0.990 2.302 2.55
1.360 4.51 31.236 0.995 2.302 2.55
1.370 4.54 31.236 1.000 2.302 2.55
1.380 4.57 31.236 1.005 2.302 2.55
1.390 4.61 31.236 1.010 2.302 2.55
1.400 4.64 31.236 1.015 2.302 2.55
1.410 4.67 31.236 1.020 2.302 2.55
Betonglekter Eidsfjord (Fx_ 9194)
Tank table. Heeling angle = 0.0(°) Date: 5 AUG 2010
Height Corrected VOLUMES (M3) LCG VCG TCG IT
Sound. TRIMMED Waterline (DA-DF) in M From AP Ab.BASE From CL Transv.
0=0.315 0.000 (m) (m) (m) (m4)
1.420 4.71 31.236 1.025 2.302 2.55
1.430 4.74 31.236 1.030 2.302 2.55
1.440 4.77 31.236 1.035 2.302 2.55
1.450 4.81 31.236 1.040 2.302 2.55
1.460 4.84 31.236 1.045 2.302 2.55
1.470 4.87 31.236 1.050 2.302 2.55
1.480 4.91 31.236 1.055 2.302 2.55
1.490 4.94 31.236 1.060 2.302 2.55
1.500 4.97 31.236 1.065 2.302 2.55
1.510 5.00 31.236 1.070 2.302 2.55
1.520 5.04 31.236 1.075 2.302 2.55
1.530 5.07 31.236 1.080 2.302 2.55
1.540 5.10 31.236 1.085 2.302 2.55
1.550 5.14 31.236 1.090 2.302 2.55
1.560 5.17 31.236 1.095 2.302 2.55
1.570 5.20 31.236 1.100 2.302 2.55
1.580 5.24 31.236 1.105 2.302 2.55
1.590 5.27 31.236 1.110 2.302 2.55
1.600 5.30 31.236 1.115 2.302 2.55
1.610 5.34 31.236 1.120 2.302 2.55
1.620 5.37 31.236 1.125 2.302 2.55
1.630 5.40 31.236 1.130 2.302 2.55
1.640 5.44 31.236 1.135 2.302 2.55
1.650 5.47 31.236 1.140 2.302 2.55
1.660 5.50 31.236 1.145 2.302 2.55
1.670 5.54 31.236 1.150 2.302 2.55
1.680 5.57 31.236 1.155 2.302 2.55
1.690 5.60 31.236 1.160 2.302 2.55
1.700 5.63 31.236 1.165 2.302 2.55
1.710 5.67 31.236 1.170 2.302 2.55
1.720 5.70 31.236 1.175 2.302 2.55
1.730 5.73 31.236 1.180 2.302 2.55
1.740 5.77 31.236 1.185 2.302 2.55
1.750 5.80 31.236 1.190 2.302 2.55
1.760 5.83 31.236 1.195 2.302 2.55
1.770 5.87 31.236 1.200 2.302 2.55
1.780 5.90 31.236 1.205 2.302 2.55
1.790 5.93 31.236 1.210 2.302 2.55
1.800 5.97 31.236 1.215 2.302 2.55
1.810 6.00 31.236 1.220 2.302 2.55
1.820 6.03 31.236 1.225 2.302 2.55
1.830 6.07 31.236 1.230 2.302 2.55
1.840 6.10 31.236 1.235 2.302 2.55
1.850 6.13 31.236 1.240 2.302 2.55
1.860 6.16 31.236 1.245 2.302 2.55
1.870 6.20 31.236 1.250 2.302 2.55
1.880 6.23 31.236 1.255 2.302 2.55
1.890 6.26 31.236 1.260 2.302 2.55
1.900 6.30 31.236 1.265 2.302 2.55
1.910 6.33 31.236 1.270 2.302 2.55
1.920 6.36 31.236 1.275 2.302 2.55
1.930 6.40 31.236 1.280 2.302 2.55
1.940 6.43 31.236 1.285 2.302 2.55
1.950 6.46 31.236 1.290 2.302 2.55
1.960 6.50 31.236 1.295 2.302 2.55
1.970 6.53 31.236 1.300 2.302 2.55
1.980 6.56 31.236 1.305 2.302 2.55
1.990 6.60 31.236 1.310 2.302 2.55
2.000 6.63 31.236 1.315 2.302 2.55
2.010 6.66 31.236 1.320 2.302 2.55
2.020 6.69 31.236 1.325 2.302 2.55
2.030 6.73 31.236 1.330 2.302 2.55
2.040 6.76 31.236 1.335 2.302 2.55
2.050 6.79 31.236 1.340 2.302 2.55
2.060 6.83 31.236 1.345 2.302 0.00
2.070 6.86 31.236 1.350 2.302 0.00
2.080 6.89 31.236 1.355 2.302 0.00
2.090 6.93 31.236 1.360 2.302 0.00
2.100 6.96 31.236 1.365 2.302 0.00
2.100 6.96 31.236 1.365 2.302 0.00
Betonglekter Eidsfjord (Fx_ 9194)
Tank table. Heeling angle = 0.0(°) Date: 5 AUG 2010
Tank No: 100 Tank no 2.
0.01Waterline-space (m):
1.00000Correction factor:
0
Vol. sections: 2
Trims: NOSet IT/IP/IL to 0:
Pipe data:
No From AP (m) Above BL (m)From CL (m)
1 28.915 0.315 0.882
2 28.915 2.415 0.882
Height Corrected VOLUMES (M3) LCG VCG TCG IT
Sound. TRIMMED Waterline (DA-DF) in M From AP Ab.BASE From CL Transv.
0=0.315 0.000 (m) (m) (m) (m4)
0.000 0.00 29.360 0.315 2.302 2.55
0.010 0.03 29.360 0.320 2.302 2.55
0.020 0.07 29.360 0.325 2.302 2.55
0.030 0.10 29.360 0.330 2.302 2.55
0.040 0.13 29.360 0.335 2.302 2.55
0.050 0.17 29.360 0.340 2.302 2.55
0.060 0.20 29.360 0.345 2.302 2.55
0.070 0.23 29.360 0.350 2.302 2.55
0.080 0.27 29.360 0.355 2.302 2.55
0.090 0.30 29.360 0.360 2.302 2.55
0.100 0.33 29.360 0.365 2.302 2.55
0.110 0.37 29.360 0.370 2.302 2.55
0.120 0.40 29.360 0.375 2.302 2.55
0.130 0.43 29.360 0.380 2.302 2.55
0.140 0.47 29.360 0.385 2.302 2.55
0.150 0.50 29.360 0.390 2.302 2.55
0.160 0.53 29.360 0.395 2.302 2.55
0.170 0.56 29.360 0.400 2.302 2.55
0.180 0.60 29.360 0.405 2.302 2.55
0.190 0.63 29.360 0.410 2.302 2.55
0.200 0.66 29.360 0.415 2.302 2.55
0.210 0.70 29.360 0.420 2.302 2.55
0.220 0.73 29.360 0.425 2.302 2.55
0.230 0.76 29.360 0.430 2.302 2.55
0.240 0.80 29.360 0.435 2.302 2.55
0.250 0.83 29.360 0.440 2.302 2.55
0.260 0.86 29.360 0.445 2.302 2.55
0.270 0.90 29.360 0.450 2.302 2.55
0.280 0.93 29.360 0.455 2.302 2.55
0.290 0.96 29.360 0.460 2.302 2.55
0.300 1.00 29.360 0.465 2.302 2.55
0.310 1.03 29.360 0.470 2.302 2.55
0.320 1.06 29.360 0.475 2.302 2.55
0.330 1.09 29.360 0.480 2.302 2.55
0.340 1.13 29.360 0.485 2.302 2.55
0.350 1.16 29.360 0.490 2.302 2.55
0.360 1.19 29.360 0.495 2.302 2.55
0.370 1.23 29.360 0.500 2.302 2.55
0.380 1.26 29.360 0.505 2.302 2.55
0.390 1.29 29.360 0.510 2.302 2.55
0.400 1.33 29.360 0.515 2.302 2.55
0.410 1.36 29.360 0.520 2.302 2.55
0.420 1.39 29.360 0.525 2.302 2.55
0.430 1.43 29.360 0.530 2.302 2.55
0.440 1.46 29.360 0.535 2.302 2.55
0.450 1.49 29.360 0.540 2.302 2.55
0.460 1.53 29.360 0.545 2.302 2.55
0.470 1.56 29.360 0.550 2.302 2.55
0.480 1.59 29.360 0.555 2.302 2.55
0.490 1.62 29.360 0.560 2.302 2.55
0.500 1.66 29.360 0.565 2.302 2.55
0.510 1.69 29.360 0.570 2.302 2.55
0.520 1.72 29.360 0.575 2.302 2.55
0.530 1.76 29.360 0.580 2.302 2.55
0.540 1.79 29.360 0.585 2.302 2.55
0.550 1.82 29.360 0.590 2.302 2.55
0.560 1.86 29.360 0.595 2.302 2.55
0.570 1.89 29.360 0.600 2.302 2.55
0.580 1.92 29.360 0.605 2.302 2.55
0.590 1.96 29.360 0.610 2.302 2.55
0.600 1.99 29.360 0.615 2.302 2.55
0.610 2.02 29.360 0.620 2.302 2.55
0.620 2.06 29.360 0.625 2.302 2.55
0.630 2.09 29.360 0.630 2.302 2.55
0.640 2.12 29.360 0.635 2.302 2.55
0.650 2.16 29.360 0.640 2.302 2.55
0.660 2.19 29.360 0.645 2.302 2.55
Betonglekter Eidsfjord (Fx_ 9194)
Tank table. Heeling angle = 0.0(°) Date: 5 AUG 2010
Height Corrected VOLUMES (M3) LCG VCG TCG IT
Sound. TRIMMED Waterline (DA-DF) in M From AP Ab.BASE From CL Transv.
0=0.315 0.000 (m) (m) (m) (m4)
0.670 2.22 29.360 0.650 2.302 2.55
0.680 2.25 29.360 0.655 2.302 2.55
0.690 2.29 29.360 0.660 2.302 2.55
0.700 2.32 29.360 0.665 2.302 2.55
0.710 2.35 29.360 0.670 2.302 2.55
0.720 2.39 29.360 0.675 2.302 2.55
0.730 2.42 29.360 0.680 2.302 2.55
0.740 2.45 29.360 0.685 2.302 2.55
0.750 2.49 29.360 0.690 2.302 2.55
0.760 2.52 29.360 0.695 2.302 2.55
0.770 2.55 29.360 0.700 2.302 2.55
0.780 2.59 29.360 0.705 2.302 2.55
0.790 2.62 29.360 0.710 2.302 2.55
0.800 2.65 29.360 0.715 2.302 2.55
0.810 2.69 29.360 0.720 2.302 2.55
0.820 2.72 29.360 0.725 2.302 2.55
0.830 2.75 29.360 0.730 2.302 2.55
0.840 2.78 29.360 0.735 2.302 2.55
0.850 2.82 29.360 0.740 2.302 2.55
0.860 2.85 29.360 0.745 2.302 2.55
0.870 2.88 29.360 0.750 2.302 2.55
0.880 2.92 29.360 0.755 2.302 2.55
0.890 2.95 29.360 0.760 2.302 2.55
0.900 2.98 29.360 0.765 2.302 2.55
0.910 3.02 29.360 0.770 2.302 2.55
0.920 3.05 29.360 0.775 2.302 2.55
0.930 3.08 29.360 0.780 2.302 2.55
0.940 3.12 29.360 0.785 2.302 2.55
0.950 3.15 29.360 0.790 2.302 2.55
0.960 3.18 29.360 0.795 2.302 2.55
0.970 3.22 29.360 0.800 2.302 2.55
0.980 3.25 29.360 0.805 2.302 2.55
0.990 3.28 29.360 0.810 2.302 2.55
1.000 3.31 29.360 0.815 2.302 2.55
1.010 3.35 29.360 0.820 2.302 2.55
1.020 3.38 29.360 0.825 2.302 2.55
1.030 3.41 29.360 0.830 2.302 2.55
1.040 3.45 29.360 0.835 2.302 2.55
1.050 3.48 29.360 0.840 2.302 2.55
1.060 3.51 29.360 0.845 2.302 2.55
1.070 3.55 29.360 0.850 2.302 2.55
1.080 3.58 29.360 0.855 2.302 2.55
1.090 3.61 29.360 0.860 2.302 2.55
1.100 3.65 29.360 0.865 2.302 2.55
1.110 3.68 29.360 0.870 2.302 2.55
1.120 3.71 29.360 0.875 2.302 2.55
1.130 3.75 29.360 0.880 2.302 2.55
1.140 3.78 29.360 0.885 2.302 2.55
1.150 3.81 29.360 0.890 2.302 2.55
1.160 3.85 29.360 0.895 2.302 2.55
1.170 3.88 29.360 0.900 2.302 2.55
1.180 3.91 29.360 0.905 2.302 2.55
1.190 3.94 29.360 0.910 2.302 2.55
1.200 3.98 29.360 0.915 2.302 2.55
1.210 4.01 29.360 0.920 2.302 2.55
1.220 4.04 29.360 0.925 2.302 2.55
1.230 4.08 29.360 0.930 2.302 2.55
1.240 4.11 29.360 0.935 2.302 2.55
1.250 4.14 29.360 0.940 2.302 2.55
1.260 4.18 29.360 0.945 2.302 2.55
1.270 4.21 29.360 0.950 2.302 2.55
1.280 4.24 29.360 0.955 2.302 2.55
1.290 4.28 29.360 0.960 2.302 2.55
1.300 4.31 29.360 0.965 2.302 2.55
1.310 4.34 29.360 0.970 2.302 2.55
1.320 4.38 29.360 0.975 2.302 2.55
1.330 4.41 29.360 0.980 2.302 2.55
1.340 4.44 29.360 0.985 2.302 2.55
1.350 4.47 29.360 0.990 2.302 2.55
1.360 4.51 29.360 0.995 2.302 2.55
1.370 4.54 29.360 1.000 2.302 2.55
1.380 4.57 29.360 1.005 2.302 2.55
1.390 4.61 29.360 1.010 2.302 2.55
1.400 4.64 29.360 1.015 2.302 2.55
1.410 4.67 29.360 1.020 2.302 2.55
Betonglekter Eidsfjord (Fx_ 9194)
Tank table. Heeling angle = 0.0(°) Date: 5 AUG 2010
Height Corrected VOLUMES (M3) LCG VCG TCG IT
Sound. TRIMMED Waterline (DA-DF) in M From AP Ab.BASE From CL Transv.
0=0.315 0.000 (m) (m) (m) (m4)
1.420 4.71 29.360 1.025 2.302 2.55
1.430 4.74 29.360 1.030 2.302 2.55
1.440 4.77 29.360 1.035 2.302 2.55
1.450 4.81 29.360 1.040 2.302 2.55
1.460 4.84 29.360 1.045 2.302 2.55
1.470 4.87 29.360 1.050 2.302 2.55
1.480 4.91 29.360 1.055 2.302 2.55
1.490 4.94 29.360 1.060 2.302 2.55
1.500 4.97 29.360 1.065 2.302 2.55
1.510 5.00 29.360 1.070 2.302 2.55
1.520 5.04 29.360 1.075 2.302 2.55
1.530 5.07 29.360 1.080 2.302 2.55
1.540 5.10 29.360 1.085 2.302 2.55
1.550 5.14 29.360 1.090 2.302 2.55
1.560 5.17 29.360 1.095 2.302 2.55
1.570 5.20 29.360 1.100 2.302 2.55
1.580 5.24 29.360 1.105 2.302 2.55
1.590 5.27 29.360 1.110 2.302 2.55
1.600 5.30 29.360 1.115 2.302 2.55
1.610 5.34 29.360 1.120 2.302 2.55
1.620 5.37 29.360 1.125 2.302 2.55
1.630 5.40 29.360 1.130 2.302 2.55
1.640 5.44 29.360 1.135 2.302 2.55
1.650 5.47 29.360 1.140 2.302 2.55
1.660 5.50 29.360 1.145 2.302 2.55
1.670 5.54 29.360 1.150 2.302 2.55
1.680 5.57 29.360 1.155 2.302 2.55
1.690 5.60 29.360 1.160 2.302 2.55
1.700 5.63 29.360 1.165 2.302 2.55
1.710 5.67 29.360 1.170 2.302 2.55
1.720 5.70 29.360 1.175 2.302 2.55
1.730 5.73 29.360 1.180 2.302 2.55
1.740 5.77 29.360 1.185 2.302 2.55
1.750 5.80 29.360 1.190 2.302 2.55
1.760 5.83 29.360 1.195 2.302 2.55
1.770 5.87 29.360 1.200 2.302 2.55
1.780 5.90 29.360 1.205 2.302 2.55
1.790 5.93 29.360 1.210 2.302 2.55
1.800 5.97 29.360 1.215 2.302 2.55
1.810 6.00 29.360 1.220 2.302 2.55
1.820 6.03 29.360 1.225 2.302 2.55
1.830 6.07 29.360 1.230 2.302 2.55
1.840 6.10 29.360 1.235 2.302 2.55
1.850 6.13 29.360 1.240 2.302 2.55
1.860 6.16 29.360 1.245 2.302 2.55
1.870 6.20 29.360 1.250 2.302 2.55
1.880 6.23 29.360 1.255 2.302 2.55
1.890 6.26 29.360 1.260 2.302 2.55
1.900 6.30 29.360 1.265 2.302 2.55
1.910 6.33 29.360 1.270 2.302 2.55
1.920 6.36 29.360 1.275 2.302 2.55
1.930 6.40 29.360 1.280 2.302 2.55
1.940 6.43 29.360 1.285 2.302 2.55
1.950 6.46 29.360 1.290 2.302 2.55
1.960 6.50 29.360 1.295 2.302 2.55
1.970 6.53 29.360 1.300 2.302 2.55
1.980 6.56 29.360 1.305 2.302 2.55
1.990 6.60 29.360 1.310 2.302 2.55
2.000 6.63 29.360 1.315 2.302 2.55
2.010 6.66 29.360 1.320 2.302 2.55
2.020 6.69 29.360 1.325 2.302 2.55
2.030 6.73 29.360 1.330 2.302 2.55
2.040 6.76 29.360 1.335 2.302 2.55
2.050 6.79 29.360 1.340 2.302 2.55
2.060 6.83 29.360 1.345 2.302 0.00
2.070 6.86 29.360 1.350 2.302 0.00
2.080 6.89 29.360 1.355 2.302 0.00
2.090 6.93 29.360 1.360 2.302 0.00
2.100 6.96 29.360 1.365 2.302 0.00
2.100 6.96 29.360 1.365 2.302 0.00
Betonglekter Eidsfjord (Fx_ 9194)/Intact ship
PN-values for different heel angles.PS-heeling PS < SBDate: 5 AUG 2010Saved: 5 AUG 2010 ,used SS: 1-13 ,used APP1: 1-2 ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=0
Trim # 1, -0.300(m), KP-value = 0.000(m)
D# DA(m) DF(m) Volume(m3) Displ.(t) 0(°) -10(°) -20(°) -30(°) -40(°) -50(°) -60(°) -70(°) -80(°)
1 0.850 1.150 312.2 320.0 0.000 1.306 2.452 3.274 3.532 3.498 3.290 2.991 2.744
2 1.050 1.350 376.8 386.2 0.000 1.121 2.379 3.174 3.394 3.365 3.214 3.021 2.961
3 1.250 1.550 441.4 452.4 0.000 0.992 2.307 3.036 3.240 3.255 3.184 3.093 3.206
4 1.450 1.750 505.9 518.6 0.000 0.903 2.213 2.877 3.095 3.176 3.181 3.186 3.454
5 1.650 1.950 570.5 584.7 0.000 0.862 2.089 2.705 2.973 3.116 3.194 3.291 3.675
6 1.850 2.150 635.0 650.9 0.000 0.874 1.957 2.540 2.864 3.071 3.219 3.401 3.856
7 2.050 2.350 699.7 717.2 0.000 0.896 1.826 2.390 2.769 3.036 3.250 3.513 4.003
8 2.250 2.550 764.5 783.6 0.000 0.918 1.697 2.250 2.686 3.010 3.288 3.627 4.121
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact ship
PN-values for different heel angles.PS-heeling PS < SBDate: 5 AUG 2010Saved: 5 AUG 2010 ,used SS: 1-13 ,used APP1: 1-2 ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=0
Trim # 2, 0.000(m), KP-value = 0.000(m)
D# DA(m) DF(m) Volume(m3) Displ.(t) 0(°) -10(°) -20(°) -30(°) -40(°) -50(°) -60(°) -70(°) -80(°)
1 1.000 1.000 312.2 320.0 0.000 1.306 2.451 3.283 3.539 3.504 3.291 2.994 2.745
2 1.200 1.200 376.6 386.0 0.000 1.121 2.382 3.181 3.400 3.367 3.219 3.026 2.962
3 1.400 1.400 441.2 452.2 0.000 0.993 2.311 3.042 3.245 3.261 3.190 3.099 3.206
4 1.600 1.600 505.7 518.4 0.000 0.901 2.219 2.882 3.102 3.182 3.188 3.193 3.458
5 1.800 1.800 570.3 584.6 0.000 0.858 2.093 2.710 2.978 3.124 3.202 3.297 3.686
6 2.000 2.000 634.9 650.8 0.000 0.874 1.959 2.547 2.873 3.079 3.226 3.407 3.867
7 2.200 2.200 699.7 717.2 0.000 0.896 1.828 2.395 2.778 3.045 3.258 3.519 4.013
8 2.400 2.400 764.5 783.6 0.000 0.918 1.698 2.256 2.695 3.019 3.295 3.633 4.131
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact ship
PN-values for different heel angles.PS-heeling PS < SBDate: 5 AUG 2010Saved: 5 AUG 2010 ,used SS: 1-13 ,used APP1: 1-2 ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=0
Trim # 3, 0.300(m), KP-value = 0.000(m)
D# DA(m) DF(m) Volume(m3) Displ.(t) 0(°) -10(°) -20(°) -30(°) -40(°) -50(°) -60(°) -70(°) -80(°)
1 1.150 0.850 312.3 320.1 0.000 1.305 2.451 3.274 3.532 3.498 3.294 3.005 2.766
2 1.350 1.050 376.5 386.0 0.000 1.121 2.380 3.174 3.394 3.368 3.226 3.039 2.980
3 1.550 1.250 441.0 452.0 0.000 0.993 2.308 3.038 3.243 3.265 3.199 3.112 3.219
4 1.750 1.450 505.6 518.2 0.000 0.905 2.213 2.878 3.103 3.189 3.197 3.203 3.472
5 1.950 1.650 570.1 584.4 0.000 0.864 2.090 2.709 2.982 3.131 3.211 3.306 3.701
6 2.150 1.850 634.9 650.8 0.000 0.875 1.957 2.546 2.878 3.087 3.235 3.416 3.878
7 2.350 2.050 699.7 717.2 0.000 0.897 1.824 2.398 2.784 3.053 3.267 3.527 4.024
8 2.550 2.250 764.5 783.6 0.000 0.918 1.698 2.261 2.702 3.027 3.303 3.639 4.140
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact ship
PN-values for different heel angles.PS-heeling PS < SBDate: 5 AUG 2010Saved: 5 AUG 2010 ,used SS: 1-13 ,used APP1: 1-2 ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=0
Trim # 4, 0.400(m), KP-value = 0.000(m)
D# DA(m) DF(m) Volume(m3) Displ.(t) 0(°) -10(°) -20(°) -30(°) -40(°) -50(°) -60(°) -70(°) -80(°)
1 1.200 0.800 312.3 320.1 0.000 1.305 2.452 3.268 3.526 3.494 3.295 3.011 2.777
2 1.400 1.000 376.6 386.0 0.000 1.120 2.378 3.168 3.390 3.368 3.228 3.045 2.987
3 1.600 1.200 440.9 452.0 0.000 0.994 2.304 3.033 3.240 3.266 3.203 3.117 3.228
4 1.800 1.400 505.5 518.1 0.000 0.909 2.209 2.874 3.103 3.191 3.201 3.208 3.474
5 2.000 1.600 570.1 584.4 0.000 0.868 2.087 2.707 2.983 3.134 3.214 3.310 3.703
6 2.200 1.800 634.9 650.8 0.000 0.875 1.953 2.544 2.878 3.090 3.239 3.419 3.882
7 2.400 2.000 699.7 717.2 0.000 0.897 1.823 2.399 2.787 3.056 3.270 3.530 4.026
8 2.600 2.200 764.5 783.6 0.000 0.918 1.698 2.261 2.703 3.030 3.306 3.641 4.143
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact ship
PN-values for different heel angles.PS-heeling PS < SBDate: 5 AUG 2010Saved: 5 AUG 2010 ,used SS: 1-13 ,used APP1: 1-2 ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=0
Y - PN-values, X - Displacement(t), Trim #:1, -0.3(m), KP-value = 0.000(m)
0.0
5.0
0.1
5.1
0.2
5.2
0.3
5.3
0.4
5.4
0.5
003 053 004 054 005 055 006 056 007 057 008
-80°
-70°
-60°
-50°
-40°
-30°
-20°
-10°
0°
D1 D2 D3 D4 D5 D6 D7 D8
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact ship
PN-values for different heel angles.PS-heeling PS < SBDate: 5 AUG 2010Saved: 5 AUG 2010 ,used SS: 1-13 ,used APP1: 1-2 ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=0
Y - PN-values, X - Displacement(t), Trim #:2, 0(m), KP-value = 0.000(m)
0.0
5.0
0.1
5.1
0.2
5.2
0.3
5.3
0.4
5.4
0.5
003 053 004 054 005 055 006 056 007 057 008
-80°
-70°
-60°
-50°
-40°
-30°
-20°
-10°
0°
D1 D2 D3 D4 D5 D6 D7 D8
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact ship
PN-values for different heel angles.PS-heeling PS < SBDate: 5 AUG 2010Saved: 5 AUG 2010 ,used SS: 1-13 ,used APP1: 1-2 ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=0
Y - PN-values, X - Displacement(t), Trim #:3, 0.3(m), KP-value = 0.000(m)
0.0
5.0
0.1
5.1
0.2
5.2
0.3
5.3
0.4
5.4
0.5
003 053 004 054 005 055 006 056 007 057 008
-80°
-70°
-60°
-50°
-40°
-30°
-20°
-10°
0°
D1 D2 D3 D4 D5 D6 D7 D8
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact ship
PN-values for different heel angles.PS-heeling PS < SBDate: 5 AUG 2010Saved: 5 AUG 2010 ,used SS: 1-13 ,used APP1: 1-2 ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=0
Y - PN-values, X - Displacement(t), Trim #:4, 0.4(m), KP-value = 0.000(m)
0.0
5.0
0.1
5.1
0.2
5.2
0.3
5.3
0.4
5.4
0.5
003 053 004 054 005 055 006 056 007 057 008
-80°
-70°
-60°
-50°
-40°
-30°
-20°
-10°
0°
D1 D2 D3 D4 D5 D6 D7 D8
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact shipDate: 5 AUG 2010
Trim #:1, -0.3m, Heeling:0°
DF Volume LCBDA VCBWeight TCB IT AreaIP IL TPC MCT1CMD#
(m) (m4) (m) (t*m/cm)(m4) (m4) (m2) (t/cm)(m3) (m) (m) (m) (m2)(t) (m)(m)
LCF TCF VetSurf
320.0 9.9 1 2179 0 1.150 0.509 0.850 312.2 18.915 18.067 0.000 3.3 322.8 392.2 34602 0.000
386.2 9.9 2 2179 0 1.350 0.611 1.050 376.8 18.770 18.067 0.000 3.3 322.8 406.5 34602 0.000
452.4 9.9 3 2179 0 1.550 0.712 1.250 441.4 18.667 18.067 0.000 3.3 322.8 420.9 34602 0.000
518.6 9.9 4 2179 0 1.750 0.812 1.450 505.9 18.590 18.067 0.000 3.3 322.8 435.2 34602 0.000
584.7 9.9 5 2179 0 1.950 0.913 1.650 570.5 18.531 18.067 0.000 3.3 322.8 449.6 34602 0.000
650.9 9.9 6 2179 0 2.150 1.013 1.850 635.0 18.484 18.067 0.000 3.3 322.8 463.9 34602 0.000
717.2 10.0 7 2187 0 2.350 1.114 2.050 699.7 18.442 18.000 0.000 3.3 324.0 479.5 34992 0.000
783.6 10.0 8 2187 0 2.550 1.214 2.250 764.5 18.405 18.000 0.000 3.3 324.0 493.9 34992 0.000
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact shipDate: 5 AUG 2010
Trim #:2, 0m, Heeling:0°
DF Volume LCBDA VCBWeight TCB IT AreaIP IL TPC MCT1CMD#
(m) (m4) (m) (t*m/cm)(m4) (m4) (m2) (t/cm)(m3) (m) (m) (m) (m2)(t) (m)(m)
LCF TCF VetSurf
320.0 9.7 1 2169 0 1.000 0.505 1.000 312.2 18.002 17.984 0.000 3.3 321.3 390.7 34124 0.000
386.0 9.9 2 2179 0 1.200 0.607 1.200 376.6 18.005 18.067 0.000 3.3 322.8 406.5 34602 0.000
452.2 9.9 3 2179 0 1.400 0.709 1.400 441.2 18.014 18.067 0.000 3.3 322.8 420.8 34602 0.000
518.4 9.9 4 2179 0 1.600 0.810 1.600 505.7 18.020 18.067 0.000 3.3 322.8 435.2 34602 0.000
584.6 9.9 5 2179 0 1.800 0.911 1.800 570.3 18.026 18.067 0.000 3.3 322.8 449.5 34602 0.000
650.8 10.0 6 2187 0 2.000 1.011 2.000 634.9 18.028 18.000 0.000 3.3 324.0 465.1 34992 0.000
717.2 10.0 7 2187 0 2.200 1.112 2.200 699.7 18.025 18.000 0.000 3.3 324.0 479.5 34992 0.000
783.6 10.0 8 2187 0 2.400 1.213 2.400 764.5 18.023 18.000 0.000 3.3 324.0 493.9 34992 0.000
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact shipDate: 5 AUG 2010
Trim #:3, 0.3m, Heeling:0°
DF Volume LCBDA VCBWeight TCB IT AreaIP IL TPC MCT1CMD#
(m) (m4) (m) (t*m/cm)(m4) (m4) (m2) (t/cm)(m3) (m) (m) (m) (m2)(t) (m)(m)
LCF TCF VetSurf
320.1 9.7 1 2169 0 0.850 0.509 1.150 312.3 17.091 17.984 0.000 3.3 321.3 390.7 34124 0.000
386.0 9.7 2 2169 0 1.050 0.610 1.350 376.5 17.244 17.984 0.000 3.3 321.3 405.0 34124 0.000
452.0 9.9 3 2179 0 1.250 0.711 1.550 441.0 17.360 18.067 0.000 3.3 322.8 420.8 34602 0.000
518.2 9.9 4 2179 0 1.450 0.812 1.750 505.6 17.450 18.067 0.000 3.3 322.8 435.1 34602 0.000
584.4 10.0 5 2187 0 1.650 0.912 1.950 570.1 17.520 18.000 0.000 3.3 324.0 450.7 34992 0.000
650.8 10.0 6 2187 0 1.850 1.013 2.150 634.9 17.569 18.000 0.000 3.3 324.0 465.1 34992 0.000
717.2 10.0 7 2187 0 2.050 1.114 2.350 699.7 17.609 18.000 0.000 3.3 324.0 479.5 34992 0.000
783.6 10.0 8 2187 0 2.250 1.214 2.550 764.5 17.642 18.000 0.000 3.3 324.0 493.9 34992 0.000
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact shipDate: 5 AUG 2010
Trim #:4, 0.4m, Heeling:0°
DF Volume LCBDA VCBWeight TCB IT AreaIP IL TPC MCT1CMD#
(m) (m4) (m) (t*m/cm)(m4) (m4) (m2) (t/cm)(m3) (m) (m) (m) (m2)(t) (m)(m)
LCF TCF VetSurf
320.1 9.7 1 2169 0 0.800 0.512 1.200 312.3 16.788 17.984 0.000 3.3 321.3 390.7 34124 0.000
386.0 9.7 2 2169 0 1.000 0.613 1.400 376.6 16.992 17.984 0.000 3.3 321.3 405.0 34124 0.000
452.0 9.9 3 2179 0 1.200 0.713 1.600 440.9 17.142 18.067 0.000 3.3 322.8 420.8 34602 0.000
518.1 9.9 4 2179 0 1.400 0.814 1.800 505.5 17.260 18.067 0.000 3.3 322.8 435.1 34602 0.000
584.4 10.0 5 2187 0 1.600 0.914 2.000 570.1 17.349 18.000 0.000 3.3 324.0 450.7 34992 0.000
650.8 10.0 6 2187 0 1.800 1.015 2.200 634.9 17.416 18.000 0.000 3.3 324.0 465.1 34992 0.000
717.2 10.0 7 2187 0 2.000 1.115 2.400 699.7 17.470 18.000 0.000 3.3 324.0 479.5 34992 0.000
783.6 10.0 8 2187 0 2.200 1.216 2.600 764.5 17.515 18.000 0.000 3.3 324.0 493.9 34992 0.000
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact shipDate: 5 AUG 2010
Mean draft (DA+DF)/2 in metres above base, Trim #:1, -0.3m, Heeling:0°
0.1
2.1
4.1
6.1
8.1
0.2
2.2
4.2
003 053 004 054 005 055 006 056 007 057 008
003 053 004 054 005 055 006 056 007 057 008
4.81 5.81 6.81 7.81 8.81 9.81 0.91 1.91 2.91 3.91 4.91
24.0 65.0 07.0 48.0 89.0 21.1 62.1 04.1 45.1 86.1 28.1
489.71 000.81 610.81 230.81 840.81 460.81 080.81 690.81 211.81 821.81 441.81
6.3 2.4 8.4 4.5 0.6 6.6 2.7 8.7 4.8 0.9 6.9
603.3 803.3 013.3 213.3 413.3 613.3 813.3 023.3 223.3 423.3 623.3
48.9 68.9 88.9 09.9 29.9 49.9 69.9 89.9 00.01 20.01 40.01
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact shipDate: 5 AUG 2010
Mean draft (DA+DF)/2 in metres above base, Trim #:2, 0m, Heeling:0°
0.1
2.1
4.1
6.1
8.1
0.2
2.2
4.2
003 053 004 054 005 055 006 056 007 057 008 058
003 053 004 054 005 055 006 056 007 057 008 058
000.81 300.81 600.81 900.81 210.81 510.81 810.81 120.81 420.81 720.81 030.81 330.81
24.0 65.0 07.0 48.0 89.0 21.1 62.1 04.1 45.1 86.1 28.1 69.1
289.71 000.81 810.81 630.81 450.81 270.81 090.81 801.81 621.81 441.81 261.81 081.81
6.3 2.4 8.4 4.5 0.6 6.6 2.7 8.7 4.8 0.9 6.9 2.01
192.3 492.3 792.3 003.3 303.3 603.3 903.3 213.3 513.3 813.3 123.3 423.3
96.9 27.9 57.9 87.9 18.9 48.9 78.9 09.9 39.9 69.9 99.9 20.01
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact shipDate: 5 AUG 2010
Mean draft (DA+DF)/2 in metres above base, Trim #:3, 0.3m, Heeling:0°
0.1
2.1
4.1
6.1
8.1
0.2
2.2
4.2
003 053 004 054 005 055 006 056 007 057 008 058
003 053 004 054 005 055 006 056 007 057 008 058
40.71 01.71 61.71 22.71 82.71 43.71 04.71 64.71 25.71 85.71 46.71 07.71
24.0 65.0 07.0 48.0 89.0 21.1 62.1 04.1 45.1 86.1 28.1 69.1
69.71 89.71 00.81 20.81 40.81 60.81 80.81 01.81 21.81 41.81 61.81 81.81
6.3 2.4 8.4 4.5 0.6 6.6 2.7 8.7 4.8 0.9 6.9 2.01
882.3 492.3 003.3 603.3 213.3 813.3 423.3 033.3 633.3 243.3 843.3 453.3
96.9 27.9 57.9 87.9 18.9 48.9 78.9 09.9 39.9 69.9 99.9 20.01
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)/Intact shipDate: 5 AUG 2010
Mean draft (DA+DF)/2 in metres above base, Trim #:4, 0.4m, Heeling:0°
0.1
2.1
4.1
6.1
8.1
0.2
2.2
4.2
003 053 004 054 005 055 006 056 007 057 008
003 053 004 054 005 055 006 056 007 057 008
66.61 08.61 49.61 80.71 22.71 63.71 05.71 46.71 87.71 29.71 60.81
24.0 65.0 07.0 48.0 89.0 21.1 62.1 04.1 45.1 86.1 28.1
69.71 89.71 00.81 20.81 40.81 60.81 80.81 01.81 21.81 41.81 61.81
6.3 2.4 8.4 4.5 0.6 6.6 2.7 8.7 4.8 0.9 6.9
882.3 492.3 003.3 603.3 213.3 813.3 423.3 033.3 633.3 243.3 843.3
96.9 27.9 57.9 87.9 18.9 48.9 78.9 09.9 39.9 69.9 99.9
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)
VCG limit curves.Date: 5 AUG 2010Intact ship, Trim No:1(-0.3m)
FA#:Pnr - flood angle 1/2/3; MV - angle for max GZ; EQ - angle for equilibrium.
Dr.No DA(M) DF(M) VOLUME(M3) DISPL.(T) MaxVCG Min.GM PS FA1:Pnr SB PS FA2:Pnr SB PS FA3:Pnr SB
====================================================================================================================
1 0.850 1.150 312.24 320.04 5.630 1.858
2 1.050 1.350 376.80 386.22 5.004 1.390
3 1.250 1.550 441.36 452.39 4.511 1.138
4 1.450 1.750 505.92 518.56 4.329 0.790
5 1.650 1.950 570.48 584.74 4.321 0.412
6 1.850 2.150 635.04 650.91 4.318 0.126
7 2.050 2.350 699.73 717.22 4.141 0.099
8 2.250 2.550 764.53 783.64 3.885 0.190
==========================================================================================================
None flooding point was used in the calculation
Req.No 1 (GetGZArea(0,MIN(GZMaxAngle,FloodAngle3)))>=(0.08)
==========================================================================================================
Draught: 1 2 3 4 5 6 7 8
Max.VCG: 5.630 5.004 4.511 4.329 4.321 4.318 4.141 3.885
PS MV : 23.8 25.1 24.9 24.3 23.5 22.5 21.9 20.6
SB MV : 17.2 19.3 20.9 80.0 80.0 80.0 80.0 80.0
EQ : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Betonglekter Eidsfjord (Fx_ 9194)
VCG limit curves.Date: 5 AUG 2010Intact ship, Trim No:1(-0.3m)
Y - MaxVCG limit curves, X - Displacement(t), Intact ship, Trim No:1(-0.3m)
8.3
0.4
2.4
4.4
6.4
8.4
0.5
2.5
4.5
6.5
8.5
003 053 004 054 005 055 006 056 007 057 008
Result
\C1
Betonglekter Eidsfjord (Fx_ 9194)
VCG limit curves.Date: 5 AUG 2010Intact ship, Trim No:2(0m)
FA#:Pnr - flood angle 1/2/3; MV - angle for max GZ; EQ - angle for equilibrium.
Dr.No DA(M) DF(M) VOLUME(M3) DISPL.(T) MaxVCG Min.GM PS FA1:Pnr SB PS FA2:Pnr SB PS FA3:Pnr SB
====================================================================================================================
1 1.000 1.000 312.24 320.04 5.648 1.803
2 1.200 1.200 376.62 386.03 5.016 1.377
3 1.400 1.400 441.18 452.21 4.516 1.132
4 1.600 1.600 505.74 518.38 4.342 0.776
5 1.800 1.800 570.30 584.55 4.334 0.397
6 2.000 2.000 634.93 650.80 4.333 0.123
7 2.200 2.200 699.73 717.22 4.144 0.094
8 2.400 2.400 764.53 783.64 3.902 0.172
==========================================================================================================
None flooding point was used in the calculation
Req.No 1 (GetGZArea(0,MIN(GZMaxAngle,FloodAngle3)))>=(0.08)
==========================================================================================================
Draught: 1 2 3 4 5 6 7 8
Max.VCG: 5.648 5.016 4.516 4.342 4.334 4.333 4.144 3.902
PS MV : 23.9 25.1 24.9 24.3 23.5 22.7 21.9 20.7
SB MV : 17.2 19.3 20.9 80.0 80.0 80.0 80.0 80.0
EQ : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Betonglekter Eidsfjord (Fx_ 9194)
VCG limit curves.Date: 5 AUG 2010Intact ship, Trim No:2(0m)
Y - MaxVCG limit curves, X - Displacement(t), Intact ship, Trim No:2(0m)
8.3
0.4
2.4
4.4
6.4
8.4
0.5
2.5
4.5
6.5
8.5
003 053 004 054 005 055 006 056 007 057 008
Result
\C1
Betonglekter Eidsfjord (Fx_ 9194)
VCG limit curves.Date: 5 AUG 2010Intact ship, Trim No:3(0.3m)
FA#:Pnr - flood angle 1/2/3; MV - angle for max GZ; EQ - angle for equilibrium.
Dr.No DA(M) DF(M) VOLUME(M3) DISPL.(T) MaxVCG Min.GM PS FA1:Pnr SB PS FA2:Pnr SB PS FA3:Pnr SB
====================================================================================================================
1 1.150 0.850 312.28 320.09 5.630 1.824
2 1.350 1.050 376.54 385.95 5.006 1.364
3 1.550 1.250 441.00 452.02 4.518 1.134
4 1.750 1.450 505.56 518.20 4.356 0.765
5 1.950 1.650 570.13 584.38 4.346 0.402
6 2.150 1.850 634.93 650.80 4.346 0.112
7 2.350 2.050 699.73 717.22 4.154 0.085
8 2.550 2.250 764.53 783.64 3.911 0.164
==========================================================================================================
None flooding point was used in the calculation
Req.No 1 (GetGZArea(0,MIN(GZMaxAngle,FloodAngle3)))>=(0.08)
==========================================================================================================
Draught: 1 2 3 4 5 6 7 8
Max.VCG: 5.630 5.006 4.518 4.356 4.346 4.346 4.154 3.911
PS MV : 23.8 25.1 24.9 24.3 23.5 22.5 22.0 20.9
SB MV : 17.2 19.3 21.1 80.0 80.0 80.0 80.0 80.0
EQ : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Betonglekter Eidsfjord (Fx_ 9194)
VCG limit curves.Date: 5 AUG 2010Intact ship, Trim No:3(0.3m)
Y - MaxVCG limit curves, X - Displacement(t), Intact ship, Trim No:3(0.3m)
8.3
0.4
2.4
4.4
6.4
8.4
0.5
2.5
4.5
6.5
8.5
003 053 004 054 005 055 006 056 007 057 008
Result
\C1
Betonglekter Eidsfjord (Fx_ 9194)
VCG limit curves.Date: 5 AUG 2010Intact ship, Trim No:4(0.4m)
FA#:Pnr - flood angle 1/2/3; MV - angle for max GZ; EQ - angle for equilibrium.
Dr.No DA(M) DF(M) VOLUME(M3) DISPL.(T) MaxVCG Min.GM PS FA1:Pnr SB PS FA2:Pnr SB PS FA3:Pnr SB
====================================================================================================================
1 1.200 0.800 312.30 320.10 5.605 1.852
2 1.400 1.000 376.56 385.97 4.997 1.375
3 1.600 1.200 440.94 451.96 4.521 1.133
4 1.800 1.400 505.50 518.13 4.360 0.764
5 2.000 1.600 570.13 584.38 4.351 0.399
6 2.200 1.800 634.93 650.80 4.350 0.109
7 2.400 2.000 699.73 717.22 4.153 0.088
8 2.600 2.200 764.53 783.64 3.907 0.169
==========================================================================================================
None flooding point was used in the calculation
Req.No 1 (GetGZArea(0,MIN(GZMaxAngle,FloodAngle3)))>=(0.08)
==========================================================================================================
Draught: 1 2 3 4 5 6 7 8
Max.VCG: 5.605 4.997 4.521 4.360 4.351 4.350 4.153 3.907
PS MV : 23.6 25.1 24.9 24.3 23.5 22.5 22.0 20.9
SB MV : 17.1 19.3 21.1 80.0 80.0 80.0 80.0 80.0
EQ : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Betonglekter Eidsfjord (Fx_ 9194)
VCG limit curves.Date: 5 AUG 2010Intact ship, Trim No:4(0.4m)
Y - MaxVCG limit curves, X - Displacement(t), Intact ship, Trim No:4(0.4m)
8.3
0.4
2.4
4.4
6.4
8.4
0.5
2.5
4.5
6.5
8.5
003 053 004 054 005 055 006 056 007 057 008
Result
\C1
Betonglekter Eidsfjord (Fx_ 9194)
Lateral plane - draft mark - freeboard deckDate 5 AUG 2010
Betonglekter Eidsfjord (Fx_ 9194), Lateral plane
0
2
4
6
8
01
21
4- 0 4 8 21 61 02 42 82 23 63
No From AP Above Base(m) (m)
No From AP Above Base(m) (m) No
From AP Above Base(m) (m) No
From AP Above Base(m) (m)
1 -0.001 1.099 35.949 4 1.120 7 30.809 10.110 3.530 10 -0.001
2 1.199 -0.000 35.949 5 3.530 8 1.049 10.110 1.099 11 -0.001
3 34.812 -0.000 30.809 6 3.530 9 1.049 3.530 -0.000 12 1.199
Draft fore markDraft aft mark Free board
No No NoFrom AP (m) From AP (m) From AP (m) Above base (m)Above base (m) Above base (m)
1 0.000 0.000 35.950 1 0.000 2.500 1 0.000
2.500 2 35.950
Draft mid mark Distance from AP to mid draft mark line (m): 18.000
HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]
Norwegian Maritime Directorate
Report on inclining test
and
light ship survey
Name of ship (Yard no. and yard): Betonglekter Eidsfjord (Fx_ 9194), 2009
Signal letters:
Carried out, place and date:
,
Summary of results:
LCG:
2.473
Lightship weight: 502.51 tonnes
Vertical centre of gravity(corrected) m above baselineVCG:
18.100Longitudinal centre of gravity m from AP
Transverse centre of gravity TCG: 0.454 m from CL
Metacentric height mKMT(lightship)[5.461] - VCG_corrected(lightship)[2.473] 2.988GMt:
m from BLDM in LBP/2
by sternm -0.042
1.552
Trim( DA - DF)
DF in FP
Heel angle 9.2 ° to SB
m from BL
m from BL
1.531
1.573
Lightship draught: DA in AP
Person responsible
(Name and company):
Signature
Stamp
Aproved, date
hoursTime usedSurveyor
1. GENERAL INFORMATION
Villa Arctic ASOwners (name and address):
If existing ship, state reason
for new inclining test:
Report date:
Last revision of the report, date:
Test commenced (hrs.) 0:00 0:00
Weather conditions in general:
Current:
Specific gravity of seawater: 1.0250 t/m3 measured? Yes No
Mooring arrangement:
Attending surveyor:
NMD station in:
2. SHIP PARTICULARS
Length over all:
35.950 (m)
(m) 35.950
Length between perpendiculars (LBP):
1 9.050 (m)Breadth moulded amidships:
(m)Depth moulded amidships (D): 2.700
(mm) 0
0.000
Ship without shell plating: Is deck thickness included in D? Yes No
Design trim (rake of keel) over LBP: (m)
0Height / thickness of bar keel / keel plate: (mm)
3. OTHER INFORMATION
Sister ships if any
(Y/No, name, signal letters):
Last hull extension or other modification:
(year)
Permanent ballast during test:
Permanent ballast taken on boardafter the test:
1 For vessels without shell plating (wooden hulls, GPR etc.) measured to outside hull
Sea state: Wind:
(hrs.) Finished
5. HYDROSTATIC PARTICULARS FOR THE INCLINING TEST CONDITION
DRAFT INPUT
Draft SB (input)No From AP(m) Draft PS (m) Draft SB (m) UnusedDraft PS (input)
1 -0.050 1.870 3.5-1.56 1.9403.5-1.630
2 36.050 1.700 3.5-1.75 1.7503.5-1.8
Input for "Draft PS(input)" and "Draft SB(input)" can be like this: D or M, H
D = Distance from WL to BASE, normal to BASE for given distance from AP
M = Distance from DECK to BASE, normal to BASE for given distance from AP
H = Distance from DECK to WL, normal to WL for given distance from AP
D = M - H/Cos(TrimAngle)
D, M and H can be expression like example: 2.55 | 2.55-25 | 10.25+0.45, 2.95+0.01 etc.
07.1
57.1
08.1
58.1
09.1
59.1
4- 0 4 8 21 61 02 42 82 23 63 04
Calculated line - solid line PS - dash line SB - dotted line
Corrected draft
AP FP
CALCULATED DRAFT CORRECTED DRAFT FREEBOARD
SBPSDraft at place SB PS MEANMEAN
DA at AP(m): 1.940
1.815
1.905 1.905
0.915
MEAN
0.885
1.725
1.870
1.845 1.815 0.855 1.785DM at LBP/2 (m):
1.751 1.725 1.700DF at FP(m):
To find "Calculated" DA, DM and DF, the program uses approximation function y=a + bx +cx^2
To find the approximation function the program uses the least squares method
To find "Corrected" DA, DM and DF, the program uses following formulas:
Corrected DM = (DA + 6*DM + DF)/8
Corrected DA = Corrected DM + (DA - DF)/2
Corrected DF = Corrected DM - (DA - DF)/2
HYDROSTATIC DATA FOR TRIMMED WATERLINE (ship as inclined)
DA (m) 1.905
DF 1.725(m)
0.179(m)Trim (DA-DF)
Heel angle 0.380(°)
Density of water 1.0250(t/m3)
(m3) 575.043Extreme volume displacement
Extreme displacement in tonnes (corrected) (t) 589.419
LCB (m) 17.726Longitudinal centre of buoyancy from AP
VCB (m) 0.919Vertical centre of buoyancy above BASE
TCB (m) 0.030Transverse centre of buoyancy from CL
KMT (m) 4.708Metacentrical height above BASE
TPC 3.31
Appe2(V.Sections):
The ship data used for hydrostatic calculation:
Shell addition
(t/cm)
MCT1CM 9.87
Appe1 (Boxes): 1
0(°/oo)
(t*m/cm)
2179.0(m4)IT
BMT 3.789(m)
IL 34602.6(m4)
60.174(m)BML
0
2
4
6
8
01
21
4- 0 4 8 21 61 02 42 82 23 63
A.P. F.P.
B.L.
W.L.
4. DRAUGHT READINGS
Fig.1
Please indicate the following information on the sketches:
1. Base line and longitudinal reference point used in the hydrostatic particulars
2. Location of draught marks for and aft (Fig.1)
3. Draft readings at marks
4. Freeboard readings, starboard and port side (Fig.2 or fig.3)
5. Longitudinal transverse and vertical location of other refernce points used, if any
6. Readings at other reference points, if any
NOTE:
If the ship has trim during the test, care must be taken to ensure that the readings are correct according to how "draught" is defined.
in the hydrostatic data used. (Perpendicular to the base line or perpendicular to the waterline.)
td= 0 mm
0.855
dm=
fm= fm= 0.915
1.845
hk=
dm= 1.785
0 mm
Ship with shell plating Longitudinal position of this section is at LBP/2
= Calculated draft at LBP/2 for SB and PS
= Depth moulded amidships - dmfm
dm
6. DESCRIPTION OF INCLINING WEIGHTS
Weight VerificationMassMaterial/Description
no. Date Surveyor(tonnes)
1 1.500
Placement of weights prior to first movement
6
4
2
0
2
4
6
4- 0 4 8 21 61 02 42 82 23 63 04
\AP
PS(-)
SB(+)
\FP 1
No Weight(t) From AP(input) LCG (m) VCG (m) TCG (m) | No Weight(t) From AP(input) LCG (m) VCG (m) TCG (m)
1 1.500 21.1 21.100 4.450 0.000 |
7. PENDULUMS
LocationPend. no. Length
1 2080 I kontoret SB side
Note: If a pendulum is replaced by a U-tube or similar device the transverse distance between the measuring posts is indicated as "length"
in above table. A sketch of the arrangement shall be enclosed with the report.
9. SUCCESSION OF WEIGHT MOVEMENTS
Weight No(Arm) movedMovement Direction, indicate with arrowsTotal
PS(-) C.L. SB(+)Heelingno.
1(1.920)0.1°PS 1 |0.1°PS|<--
0.2°PS|<-- 1(2.220)0.3°PS 2 <--|
|0.1°PS|<-- 1(1.900)0.4°PS 3
10. GENERAL REQUIREMENTS FOR CONDUCTION OF THE TEST:
The following items shall be checked and found in order by the person in charge of the test before this report is submitted to the surveyor
for approval:
1. The deflections shall be measured at least two (2) stations, of which at least one shall be a pendulum.
2. List before first movement shall be as small as possible. The results will not be acceptable without exact calculation of the righting
moment(s) if the sum of list and inclination exceeds 5° to one side.
3. The test will not be approved if, due to list, the ship has not been inclined beyond the upright position.
4. Maximum deflection to both sides shall be 2°-4° . For large ships (tankers, bulk carriers etc.) 1,5° may be accepted. For unconventional
designs and ships with especially large initial stability (GMT ) other values may be permitted subject to acceptance prior to the test.
5. Pendulum length and maximum heeling moment applied shall be so adjusted that maximum deflection read is not less than 150 mm.
6. For the test to be approved, at least eight (8) successful readings, including the starting point, shall be obtained and these readings
shall lie on an approximately straight line for all measuring stations.
7. The difference between actual trim and the trim in the hydrostatic data used shall not exceed 0,01*LBP.
11. MEASURED METACENTRIC HEIGHT FOR THE SHIP AS INCLINED
Displacement during the test D= (tonnes) 589.42
Pendulum # , Length L= (mm) 1 2080
(2) (3) (4) (5) (6)(1) (7) (8)
Mov. SingleTransv. Single Accum.Mass SingleAccum.Accum.nr. distance moment pendulum Tan Fi GMtpendulummoment
+/- deflection =(7)/L=sum(4) D*(6)
(4)*L
+/-(m)(m) (tm) (tm) (mm) (mm)(t)
=sum(6)=(2)*(3)deflection
2.033 1 -2.880 -2.880 -5.00 -5.00 -0.00240 1.500 -1.920
1.959 2 -3.330 -6.210 -6.00 -11.00 -0.00529 1.500 -2.220
2.011 3 -2.850 -9.060 -5.00 -16.00 -0.00769 1.500 -1.900
Use positive sign for (3) and (6) when moving weights towards SB. Negative sign when moving towards PS.
Accumulated Tan Fi shall be plotted continuously during the test, as a function of accumulated moment.
Y-moment, X-tg(fi)
01-
8-
6-
4-
2-
0
400-E0.08- 400-E0.27- 400-E0.46- 400-E0.65- 400-E0.84- 400-E0.04- 400-E0.23- 400-E0.42- 400-E0.61- 500-E0.08- 200-E0.0
Pendulum #1
\1
\2
\3
1168.11 (t*m):
Extreme displacement as inclined 589.42 (t):
GM (m): =(1168.11/589.42)=1.982
Mean rising
To calculate this line the least squares method was used.
13. CALCULATION OF LIGHT SHIP
VCG (m): TCG (m): 0.018 VCG_corr. (m):FSM-corr.(m): 0.007Ship as inclined Displac.(t): LCG (m): 2.726 589.419 17.735
Light ship table: weights to be removed
2.719
Spg. L.MomentTCode(t/m3) (t) (m4)(m) (m) (m) (tm) (tm) (tm)(m)(m3)
Vol.DWc VCGPos
TNo LCG TCG Length V.Moment T.Moment I.MomentDescription (tm)
Weight IT
1.0000 0.00 31.7 6.7 0.0 0.0 0.0 0.000 4.450 21.100 1.50TIW 1.500Total inclining weights 1 1.0000 0.00 1107.6 345.5 -234.0 0.0 0.0 -3.000 4.430 14.200 78.00ORO 78.000Big bags på dekk 3 1.0000 0.00 1.2 1.0 -0.2 0.0 0.0 -1.000 4.430 5.000 0.23MIS 0.2303 mann 4 0.8600 1.09 112.2 3.4 8.3 2.2T 2.6 2.302 0.945 31.236 3.59FO 4.17560% 99Tank no 1. 6 0.8600 1.09 105.4 3.4 8.3 2.2T 2.6 2.302 0.945 29.360 3.59FO 4.17560%100Tank no 2. 7
Sub total: Weight (t): LCG (m): VCG (m): TCG (m): 86.911 15.625 4.142 -2.505 sum(IT*Spg)(t*m): 4.39
Light ship table: weights to be added
Spg. L.MomentTCode(t/m3) (t) (m4)(m) (m) (m) (tm) (tm) (tm)(m)(m3)
Vol.DWc VCGPos
TNo LCG TCG Length V.Moment T.Moment I.MomentDescription (tm)
Weight IT
Sub total: Weight (t): LCG (m): VCG (m): TCG (m): 0.000 0.000 0.000 0.000 sum(IT*Spg)(t*m): 0.00
2.473Light ship Displac. (t): LCG (m): VCG (m): TCG (m): 502.508 18.100 0.454
DA(m): KMT(m): 5.461Heel angle(°):Trim(m): 1.531 1.573DF(m): 1.552 -0.042 9.2 to SBDM(m):
HYPET-700w, heeling report V.2.5, HYPET Data AS, www.hypet.com, [email protected]
Betonglekter Eidsfjord (Fx_ 9194)Light ship
Water sp.gravity (t/m3) Date: 5 AUG 2010Intact ship 1.0250
Condition:
0.454LCG(m): TCG(m):VCG(m):Displacement(t): 2.473 18.100 502.51Light ship:
3.35 9.99 431.80
WATERLINE(TM/CM)
-0.042
1.531Wet SurfHEELING MCT1CMDA (M) DF (M) MEAN TPCTRIM
1.573 1.552 9.16
(M2)Draft at MARK:
1.531
(T/CM)(DA-DF) (°SB/PS)(DA+DF)/2
Draft above BASE:
1.573
35044Disp.i/SHELL (T): 502.54
Vol.i/SHELL (M3): 490.28
Area (M2):
LCB (M): 18.102
18.037 BMT (M):
2264
4.618 BML (M): 71.479
IL (M4):
LCF (M):
0.843VCB (M):
TCF (M): 0.006 5.461 KML (M): 72.322KMT (M):
326.95 IT (M4):
0.717TCB (M): 1.83 2.988 69.849GML (M):GMT (M):IP (M3):
2-
0
2
4
6
8
01
21
0 4 8 21 61 02 42 82 23 63
DA= 1.531M
DF= 1.573M
DM= 1.552M
MD= 2.500M(N.S)
TR= -0.042M
Freeboard= 0.948M
Margin draft= 0.948M [Moulded max. draft - Mean draft]
Water line
Y: GZ-values (m); X:Angle (°)
4.2-
6.1-
8.0-
0.0
8.0
6.1
4.2
08- 07- 06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06 07 08
GZ-curve
9.2°SB
Displ.=502.51T \LCG=18.100M \VCG=2.473M \TCG=0.454M GMt = 2.988M
Angles(-PS°) GZ(M) Angles(+SB°) GZ(M) ________________________________________
0.0 -0.454 0.0 -0.454 -10.0 -0.939 9.2 Equilibrium -20.0 -1.825 10.0 0.044 -28.7 -2.083*Max* 20.0 0.537 -30.0 -2.080 30.0 0.847 -40.0 -1.891 40.0 0.986 -50.0 -1.596 50.0 1.050 -60.0 -1.271 60.0 1.134 -70.0 -0.999 70.0 1.382 -80.0 -1.037 80.0 2.068
Angles(-PS°) Area(MR) ________________________________________
9.2 > -20 0.397 9.2 > -30 0.748 9.2 > -40 1.098 -30.0 >-40.0 0.350 9.2 >-28.7 0.703
Angles(+SB°) Area(MR) ________________________________________
9.2 > 20 0.053 9.2 > 30 0.176 9.2 > 40 0.338 30.0 > 40.0 0.162 9.2 > 80.0 1.217
GZ curve