ship design project and presentation by nabila naz
TRANSCRIPT
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Time fora short break
1009080706050403020100
FINAL PRESENTATION
3 38 NAME
BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY COURSE NO : NAME-338 COURSE NAME : SHIP DESIGN PROJECT & PRESENTATION. PREPARED BY----- NABILA NAZ STUDENT NO. : 200812017 & MD.BARIUL KARIM STUDENT NO. :200812032 UNDER THE SUPERVISION OF ------ DR. MIR TAREQUE ALI
LEVEL - 3, TERM – 2,FINAL PRESENTATION
NAME OF THE PROJECT Design of an inland Cargo Vessel having 950 DWT cargo capacity with service speed of 10 knot
TYPE OF CARGO :Rice/paddy (bagged)with stowage factor 0.67
Proposed Route: Class-1 ( Draft-3.66-3.96m),Length-683 KmChittagong-Chowkighata-Chandpur-Shambhupura-NarayanganjDhaka-Shambhupura-Bhairab Bazar/Ashuganj;
Topics to be presented
HydrostaticScantlingGeneral arrangementLines plan
Detailed weight calculationResistance & engine power
Propeller blade & shaftStability & trimRudder
INTRODUCTION TO THE BASIS
SHIP DWT 800
LBP 42.50
L/B 4.6096
B/T 2.535
B/D 2.286
Split picture
Comparison between Basis & Designed Ship
Basis ShipCargo capacity=800
ton
LBP=42.5mB=9.22mD=4.03m
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Preliminary General Arrangement
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Preliminary Lines PlanPreliminary Offset table
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DraughtAW (m^2)
Displacement ∆ (Tonne) KB (m)
KML (m)
KM t (m) CB CM CP LCF TPC
MCTC 1m Cw
0 0 0 0 0 0 0 0 0 00.35 263.83 52.63 0.49 457.62 34.4 0.34 0.54 0.53 -0.59 2.64 446.32 0.6
0.7 306.07 158.82 0.63 288.73 33.07 0.52 0.79 0.66 -0.56 3.07 633.03 0.691.05 331.57 267.92 0.78 250.43 9.14 0.58 0.84 0.69 -0.51 3.31 762.14 0.75
1.4 348.17 389.89 0.96 150.62 7.89 0.64 0.89 0.72 -0.45 3.48 890.03 0.791.75 363.32 508.44 1 87.69 7.06 0.66 0.9 0.73 -0.36 3.63 979.47 0.82
2.1 370.71 640.24 1.2 73.7 5.36 0.69 0.92 0.75 -0.15 3.7 1071.3 0.862.45 378.28 767.66 1.4 70.66 4.97 0.72 0.93 0.78 0.37 3.82 1181.55 0.88
2.8 396.2 909.31 1.56 79 4.64 0.74 0.94 0.79 0.55 3.96 1261.56 0.93.15 402.2 1046.64 1.75 58.2 4.5 0.76 0.95 0.8 0.613 4.02 1312.74 0.92
3.5 406.57 1190.66 1.93 52.98 4.4 0.78 0.96 0.81 0.63 4.06 1350.77 0.933.85 410.32 1275.84 2.2 51.01 4.53 0.82 0.97 0.83 0.631 4.1 1383.99 0.93
PRELIMINARYHYDROSTATIC PARTICULARS
Preliminary resistancesFRICTIONAL RESISTANCE , RF
42.06 KN
RESISTANCE OF APPENDAGES , RApp
0.481 KN
WAVE MAKING AND WAVE BREAKING RESISTANCE , RW
30.64 KN
MODEL SHIP CORRELATION RESISTANCE , RA
05.85 KN
TOTAL RESISTANCE, RT
79.98 KN
PE=411.9 KW
Pd=564.25 KW
Ps=570 KW
Pb=587 KW
Power
&
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Selected engineMODEL 6AYM-WGT L-rating
Number of cylinder 6
Arrangement In-Line type
Rated speed 1938 rpm
Fuel consumption at nominal rating 60 L /h(at Avrg SP)
Displacement 20.379
Width 1590 mm
Height 4008 mm
Average weight of engine ready for installation (dry) 2365 kg
Selection
of blade &Gear
box
Propeller
power
Determination of
dia
Optimization of
dia & pitch
Checking cavitation
Why 4 blade?Why 4 blade?
Number of blade chosen: 4Number of blade chosen: 4Efficiency
Number of blade
Create more total blade area with same or less dia
Efficiency as nearly as 3 bladed propeller
Better low speed handling & reduce vibration
Propeller power / Developed power:
Developed power= Total effective power/ QPCQPC= η o* η r*(1-t)/(1-wt)* η s Assuming,Do=60%T ηo =0.475 ηr=1.05 t=0.267 wt=0.282 ηh=1.02 ηs =0.98 QPC=0.5011
So,Pd=585KW
Slip=1.4/(V^0.057)
=1.23Wake factor, For slip
<2.5Single
Screw ,Wf
= 1.21 – (0.6XCb)=0.718
Speed of Advance
Va=VX Wf=10*0.618=7.18
knotsTaylor Wake Fract
ion , Wt =(V-
Va) /V=0.282
Marine Analyst Service Handbook
Torque i.e deliver more thrust Shaft RPM
Selected Engine’s RPM is 1938 RPM
Specified gear box with Main Engine
So, we need to use a Reduction gear box .
MODEL YXH-180
TYPE HYDRAULIC MULTI DISC
CLUTCH
REDUCTION RATIO
(ahead)
1.95 2.27 2.56 3.03 3.48 4.99
5.36
DRY WEIGHT
645 KG
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Gear ratio RPM Bp δ ηo
1.95 993.8462 197.903 828.3222 0.429
2.27 853.7445 170.0048 711.5543 0.431
2.56 757.0313 150.7464 630.9486 0.433
3.03 639.604 127.3633 533.0787 0.453
3.48 556.8966 110.8939 464.1461 0.468
4.99 388.3768 77.33685 323.693 0.475
5.36 361.5672 71.9983 301.3486 0.462
Assuming Do=60% of draft
Shaft RPM =(1938/4.99)=388 rpm
Bp=77.23Po/Do=0.5524 δ0=340 η0=0.475
δ0=3.28*(N*Do)/Va, Do=1.92 m Po/Do=0.5524, Po=1.061 m
The dia Db in the behind condition is about 5% less than Do, Db=1.92*0.95=1.824 m
For optimum efficiency using B 4.55 BP-δ chart:(blade no-4, Ae/Ao=0.55)
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150 200 250 300 350 400 450 500 550 600 6500
100200300400500600700800900
585
Influence of diameter & pitch
Power &Speed graph for fixed dia 1.824 m& different pitch
Power & speed Diagram for fixed pitch 1.157 m& different dia
Propeller RPM
Deve
lope
d po
wer
(KW
)
From the two curves get optimum RPM= 386.364& Pd=585 KWWhich are very close to our calculated value.
So, estimated diameter & pitch will not reduce propulsive efficiency
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CHECKING FOR CAVITATIONPB+DB=Po+Do, PB=1.157 m, ,h
=4.2 m
Po-Pu=99.66+10.1h=142.416kPa
qT=.5*ρ*V20.7R=351.
819kp
V20.7R=Va2+(0.7*π*
n*Do)2
δ= Po-Pu/ qT=0.405 T=( PB* η0* ηR) /
Va =55.11 ηR=o.73, η0=0.475
using Burril’s Cavitations Chart:
г =(T/Ap)/qT=0.144,
Ap=1.088
Ap/ Ad=1.067-0.229*(P/D)=0.921
8, Ad=1.18To avoid
cavitations minimum BAR= Ad/
AB=1.18/ π/4*(1.824)
2=0.4516
As we assume BAR 0.55
So , Cavitation
will not occur
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No of blade 4
Type B-series
Blade dia 1.824m
Blade Area ratio 0.55
Pitch (fixed) 1.157
Pitch dia ratio 0.634
Gear box reduction ratio 5:1
Rake at tip 0.00
Direction of rotation RH & LH
Estimated Weight 673 kg
Shafting arrangement
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Society of Automotive Engineers (SAE) dimension
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Gland housingNeck bearingShaft bearing
PackingCoupling
Securing screw
Shaft dia 140 mm
Coupling key
Stern tube
Cone nut
Gland nut
Cone nut
Washer
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Propeller key
Thread
Lock nut
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X = 5~10% D,But we get=0.166 m(9%)Z = Up to 5% D=0.043m (2.35%)Y = 15~25% D,But we get=0.207 m(11.35%)Min Tip clearance,c=(0.065*√L-0.12)=0.316 m, but we get =0.216 m
Satisfied
Needsupdate
CLEARANCE REQUIREMENT
11.35%
11.35%
2.35%
9%
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0.316 m
Final sheer forward=1.25 m& bow height =2.38 m (BV rule)
Picture capon
Final sheer aftward=0.641 m
Update of General Arrangement
Update of Lines Plan
Update of Hydrostatic Calculation
Update of Resistance & Power Calculation
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Final General Arrangement Drawing
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Final Offset Table
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DraughtAW (m^2)
Displacement ∆ (Tonne) KB (m)
KML (m)
KM t (m) CB CM CP LCF TPC
MCTC 1m Cw
0 0 0 0 0 0 0 0 0 00.35 263.83 52.63 0.29 381.62 30.4 0.34 0.54 0.53 -0.59 2.64 446.32 0.6
0.7 306.07 158.82 0.43 179.8 13.07 0.52 0.79 0.66 -0.56 3.07 633.03 0.691.05 331.57 267.92 0.62 128.63 9.14 0.58 0.84 0.69 -0.51 3.31 762.14 0.75
1.4 348.17 389.89 0.8 103.52 6.89 0.64 0.89 0.72 -0.45 3.48 890.03 0.791.75 363.32 508.44 1 87.69 6.06 0.66 0.9 0.73 -0.36 3.63 979.47 0.82
2.1 370.71 640.24 1.2 73.7 5.36 0.69 0.92 0.75 -0.15 3.7 1071.3 0.862.45 378.28 767.66 1.4 70.66 4.97 0.72 0.93 0.78 0.37 3.82 1181.55 0.88
2.8 396.2 909.31 1.56 64 4.64 0.74 0.94 0.79 0.55 3.96 1261.56 0.93.15 402.2 1046.64 1.75 58.2 4.5 0.76 0.95 0.8 0.613 4.02 1312.74 0.92
3.5 406.57 1190.66 1.93 52.98 4.4 0.78 0.96 0.81 0.63 4.06 1350.77 0.933.85 410.32 1275.84 2.2 51.01 4.53 0.82 0.97 0.83 0.631 4.1 1383.99 0.93
FINALHYDROSTATIC PARTICULARS
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00.5
11.5
22.5
33.5
44.5
DRAFT
DRAFT
VOLUME DISPLACEMENT
0 0.5 1 1.5 2 2.50
0.5
1
1.5
2
2.5
3
3.5
4
4.5DRAFT
DRAFT
KB0 50 100 150 200 250 300 350 400 450
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
DRAFT
DRAFT
AW
FINALHYDROSTATIC CURVES
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-0.8 -0.6 -0.4 -0.2 0 0.2 0.4 0.6 0.80
0.5
1
1.5
2
2.5
3
3.5
4
4.5
DRAFT
DRAFT
LCF0 50 100 150 200 250 300 350 400 450
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
DRAFT
DRAFT
KML0 5 10 15 20 25 30 35
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5DRAFT
DRAFT
KMt
FINALHYDROSTATIC CURVES
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0 0.5 1 1.5 2 2.5 3 3.5 4 4.50
0.5
1
1.5
2
2.5
3
3.5
4
4.5
DRAFT
DRAFT
TPC0 200 400 600 800 1000 1200 1400 1600
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
DRAFT
DRAFT
MCT 1m
FINALHYDROSTATIC CURVES
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Final hydrostatic curves
0 0.5 1 1.5 2 2.5 3 3.5 4 4.50
0.2
0.4
0.6
0.8
1
1.2
0.93
0.830000000000001
0.970000000000001
0.820000000000001
Hydrostatic form curves
CBCMCPCw
Draft
Form
coe
ffici
ents
RESISTANCE VALUE
FRICTIONAL RESISTANCE , RF 18.02 KN
1+K1 1.55RESISTANCE OF APPENDAGES , RApp 0.541 KN
WAVE MAKING AND WAVE BREAKING RESISTANCE , RW`
10.43KN
MODEL SHIP CORRELATION RESISTANCE , RA
6.29 KN
TOTAL RESISTANCE, RT 45.19 KN
{RT =RF(1+K1) +RAPP+RW+RB+RTR+RA}
Final Resistance calculation
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Resistance(total) 45.18522 KN
Power(effective) 232.703883 KW nd (QPC) 0.50462707
Delivered, Pd 461.140306 KW
Shaft power, Ps 468.162747 KW
Brake power, Pb 487.669528 KWMCR 85% 573.728857 KW
P=RXVPd=P/nd
nd=0.84-N√L/100
0
Ps=Pd/ηt ηt=0.985
Updated power calculation
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Item Al (m^2) Af (m^2)Hull 17.1 3.71Solid railing 29.0 9.761st deck 24.0 19.522nd deck 13.8 15.6Wheel house 5.51 14.63Funnel 3.45 3.45
92.8562 66.6468
AIR RESISTANCE
Air Resistance= 11.467KNPower = 59.05 KW
Resistance vs. speed graph
4 4.5 5 5.5 6 6.50
102030405060708090
100
Speed (m/s)
Resi
stan
ce (K
N)
V(m/s)R Total(KN)
R water(KN)
R air(KN)
4.12 34.642 24.01 10.12
4.63 44.36 33.6 10.79
5.15 56.66 45.19 11.47
5.66 80.57 68.4 12.17
6.18 92.57 79.68 12.89
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V(m/s) Pt(KW) Pw(KW) Pa(KW)
4.12 287.7 243.91 41.69
4.63 433.462 383.502 49.96
5.15 632.8 573.73 59.07
5.661023.384 954.504 68.88
6.18 1293.72 1214.06 79.66
Total Power vs. Speed Graph
4 4.5 5 5.5 6 6.50
200
400
600
800
1000
1200
1400
Speed (m/s)
Pow
er(K
W)
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Previous Power
587 KWAs we selected engine of 670 KW, so no update is necessary for:1.Engine & Gear box selection2.Propeller blade design3.Propeller Shafting arrangement
•••••••••••••••••••••••••••••••••• Scantling
FRAMING INFORMATIONFraming System Transverse
Frame Spacing (midship) 550mm
Frame Spacing (for& aft) 500mm
No. of Main Frames 80
No. of Web Frames 17
No. of Bulkheads 4
Shell StructurePlates Thickness
Keel Plate 10mm
Bottom Plate 8mm
Bilge Plate 9mm
Shell Plate 8mm
Bottom Single BottomCenter Keelson T-513X230X10Side Keelson T-470X8+129X10Floor plates T-492X125X10Web Frame L-160X80X12Main Frame L-100X65X7Side Frame L-75X75X8Transverse Deck Beam 100X65X7Main deck plate 7mmMain deck longitudinal L-100X65X7Side Stringer L-160X80X12
Bracket 300X300X7
Hatchway Beam 80X65X7
Hatch Coaming Height 1000mm
Framing& Continuous Items Using G.L& NK RULE BOOK 08
Scantlinng of DeckhousesPoop deck plate 6mm
Poop deck Beam 90X65X7
Poop deck longitudinal 90X65X7
Poop deck Side Wall 8mm
Navigation deck plate 5mm
Navigation deck longitudinal 60X60X6
Navigation deck Side Wall 4mm
Navigation deck Rail Height 1000mm
Roof beam 50X50X5
Roof girder 50X50X5
Roof Rail Height 350mm
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LONGITUDINAL CONSTRUCTION
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SHELL EXPANSION ( PREVIOUS & UPDATED)
Keel plate
•No:12•Weight-7.56 tons
Bottom plate
•No:16•Weight-22.2 tons
Bilge plate
•No:9•Weight-9.58tons
Shell plate
•No:38•Weight-33.95tons
Keel plate(m^3)
No:12
K1=4.136*.531*.010
K2=4.265*.531*.010
K3=3.676*.531*.010
K4=3.090*.531*.010
K5-10=6.000*.531*.010
K11=4.091*.531*.010
K12=5.264*.531*.010
Bottom plate(m^3)
(Strake-A)
No:16
BT1=3.283*1.019*8
BT2=6.091*1.631*8
BT3-5=6.000*1632*8
BT6=9.285m^2*8
BT 7=6.835m^2*8
BT8=1.14m^2*8
BT8=
BT9=3.164m^2*8
BT10=10.8m^2*8
BT11-14=6.000*1.796*8
BT15=10.756m^2*8
BT16=8.85m^2*8
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Bilge plate(m^3)
No:9
BG1=1.79m^2*0.009
BG2=9.08m^2*0.009
BG3-7=6.000*1.500*0.009
BG8=9.04m^2*0.009
BG9=2.92m^2*0.009
Shell plate(m^3)
(Strake-A)
No:38
SH1=8.519m^2*8
SH2=9.03m^2*8
SH3-6=6.000*1.500*8
SH7=4.512m^2*8
SH8=7.79m^2*8
BT8=
SH9=5.78m^2*8
SH10=9.05m^2*8
SH11=9.01*1.796*8
SH12-14=6.000*1.500*8
SH15=8.10m^2*8
SH16=8.56m^2*8
SH17=4.36m^2*8
(Strake-C)
SH18=1.43m^2*8
SH19=11.5m^2*8
SH20=11.4m^2*8
SH21=7.71m^2*8
SH22-23=6.0*1.52*8
SH24=5.17m^2*8
SH25=4.76m^2*8
SH26-38=35.83m^2*8
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Engine foundationPrevious one Updated one
Foundation Detail
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RUDDER DESIGN
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Rudder stock 110 mm dia Cast IronRudder plate 8 mm thk Cast Iron
coupling 300mm dia Cast Iron
Coupling bolts 25 mm dia Cast Iron
sleeve 152 mm dia outer, 21mm thk BrassBush 192 mm dia outer,20 mm thk Mild Steel
Bearing housing od 230 mm dia Cast Ironpintle 160 mm dia Cast Iron
Pintle bearing 120 mm dia Cast Iron
Sole piece 430X77 Cast Iron
Doubler plate at tiller 300X8 Cast Iron
DETAILED WEIGHT
CALCULATION
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Total weight of all continuous
members=39.99 tons
Keelsons=36.05 tons
Main&forecastle deck
girders=1.67tons
Side stringers=1.1
2tons
Superstructure deck
longitudinal& girders=1.15tons
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Total weight of all framing
items=87.91 tons
Main&Web frame=13.557t
onsMain&&
F’castle deck beam=5.583to
ns
Floors=58.62 tons
Bulkheads=9.12 tons
Brackets& BHD stiffeners=1.03
tons
Superstructure deck
beams=4.86 tonsWall
stiffener=6.17 tons
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Weight of engine foundation=1.241 tons
Face plate=0.427tons Stiffeners=0.67 tonsEngine&Gear box
foundation plates=0.144tons
Total steel weight=39.99+87.91+194.171+1.241 =323.312 tons
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QUIPMENT NO=CB*L*B*D=1458
• Weight of anchors=1.8tons
Other items=12.74 tons
Rudder stock,plate
0.482 tons
Coupling 0.02 tonsSleeve,bush 0.0078 tonsPintle,bearing 0.546 tonsSteering rod 0.00246 tonsDoubler plate&tiller
0.26 tons
Hatch cover 11.19 tonsHatch cover stiffener 7.7 tonsHatch way beam 0.4 tons
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Machinery Weight = 5 ton
Propelling machinery weight,
Engine=2.365 tonGear box=0.645 ton
Auxiliary machinery weight=2.0 ton
Weightof fuel =6.0ton
Wight of fresh water=5ton
Lightweight=352 ton
Deadweight=961 ton
Total weight=1313 ton
Volume CalculationCargo holds VolumeHold 1 700 m^3Hold 2 709 m^3
Stowage factor:(Rice-paddy-rough) bagged -0.64-0.67
Hold capacity (700+709)/0.67=950.71tons
Hence,our requirement has been satisfied
TOTAL WEIGHT =1313 TONDISPLACEMENT=1387 TONTotal weight < Displacement
So,we will use FPT & APTTanks CapacityFPT 100 ton APT 92 ton
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HULL outfitLCG=2.69m aft fromamidshipVCG=4.5 from
KEEL
SuperstructureLCG=18.6m aft fromamidshipVCG=6.5 from
KEEL
MachineryLCG=9.13m aftVCG=2.4 from
KEEL
STABILITY &
TRIM
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0 10 20 30 40 50 60 70 80 90 100
-1
-0.5
0
0.5
1
1.5
2
2.5
3
Seri...
Angle(deg.) GZ(m)
0 015 1.09833730 2.4871145 2.56758360 0.63005975 -0.1791890 -0.52062
GRAPICAL ANALYSIS OF GZ CURVE
• 1. Fully loaded condition (Draft-3.85 m)
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• 1. Half loaded condition (Draft-2.10 m)
Serial no.
Angle(deg.) GZ(m)
1. 0 02. 15 1.7624183. 30
3.770114. 45
4.3820525. 60
2.8522926. 75
2.2993897. 90
2.0453750 10 20 30 40 50 60 70 80 90 100
00.5
11.5
22.5
33.5
44.5
5 GZ(m)
GZ(m)
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0 10 20 30 40 50 60 70 80 90 1000
0.20.40.60.8
11.21.41.61.8
2
3.Unloaded Condition (Draft-1.30 m)
Angle of heel(deg) GZ(m)
0 0
15 0.30107865730 1.8062196645 1.5432160 0.97041497875 0.76403170890 0.34578
COMPARISON WITH IMO 167 REGULATION FOR STABILITY CRITERIA
(Full loaded condition)
CRITERIA REQUIRED OBTAINED
AREA FROM 0 TO 30 DEGREE
0.055 m.rad(minm) 0.66m.rad
AREA FROM 0 TO 40 DEGREE
0.09 m.rad(minm) 0.726m.rad
AREA FROM 30 TO 40 DEGREE
0.03 m.rad(minm) 0.456 m.rad
GZ AT 30 DEGREE 0.2 m(minm) 2.49 m
ANGLE OF MAXIMMUM GZ
≥ 30 degree 45 degree
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LOA 52.42 m
Draft 3.85 m
LCG 3.28 m Aft
LCB 3.16 m Aft
MCT 1m 1383.99 tons.m/m
CF 0.631 m aft
Trim 0.123989335 m
Aft Trim 0.06050216 m
Fore Trim 0.063487176 m
Aft Draft 3.91050216 m
Fore Draft 3.786512824 m
Trim CalculationTrim = (LCG – LCB)×∆/MCT 1mChange in Draft Aft = (L/2 – CF)×Trim/LFinal Draft Aft = Draft + Change in Draft AftFinal Draft Forward = Draft – Change in Draft Aft
Fully Loaded Condition
05/03/2023 Level 3 Term 2 NAME 338 86
LOA 42.571 m
Draft 1.3 m
LCG 5.774402 m Aft
LCB 4.539 m Aft
MCT 1m 890.03 tons.m/m
CF -1.875 m Fore
Trim 0.650993 m
Aft Trim 0.354169 m
Fore Trim 0.296824 m
Aft Draft 1.654169 m
Fore Draft 1.003176 m
LOA 44.172 m
Draft 2.1 m
LCG 2.26661 m Aft
LCB 1.539 m Aft
MCT 1m 1071.3 tons.m/m
CF -1.2 m Aft
Trim 0.64488 m
Aft Trim 0.33996 m
Fore Trim 0.30492 m
Aft Draft 2.43996 m
Fore Draft 1.79508 m
Unloaded Condition Half Loaded Condition
Trim Calculation
Fully loaded=3.85m (draft)
• Trim=0.124 m• Final draft aft=3.91 m• Final draft fwd=3.78 m
Half loaded=2.10m (draft)
• Trim=0.645 m• Final draft aft=2.44 m• Final draft fwd=1.78 m
Unloaded=1.30m(draft)
•Trim=0.651 m•Final draft aft=1.654 m•Final draft fwd=1.003 m
Model Representation