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STRENGTH LOADING MANUAL · 2016. 4. 6. · (immersion) Tonnes per inch (immersion) 0.40 8.2014...
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STRENGTH LOADING MANUAL
Preliminary
Groot Super Green 10.000
Ship name : Vectis Castle
yard number : YZJ2011-1000
IMO number : 9626168
document number : P10046-076-110
date : October 2012
Revision: :-
Revision date: :-
i
REVISION HISTORY
REV. DATE DESCRIPTION
NOTE:
This manual is to be used in conjunction with the following manuals and plans:
Stability Loading Manual, document number 076-130
ii
Table of contents
Page
1. General particulars ................................................................................................................................ 1.1
2. Abbreviations, units and used software ............................................................................................ 2.1
3. Weight distribution of the light ship ................................................................................................... 3.1
4. Permissible forces, bending moments and loadings ..................................................................... 4.1
5. Longitudinal strength calculations ..................................................................................................... 5.1
1.1
1 GENERAL PARTICULARS
Ships Name : Vectis Castle
Ship Type : General Cargo / Multi Purpose Vessel
Call Sign :
Class Number : GL reg. 116735
IMO Number : 9626168
Official Number :
Flag : Cowes
Port of Registry : United Kingdom
Flag State ID Number :
Builder : Jiangsu Yangzijiang Shipbuilding Co., Ltd.
Owner : Carisbrooke Shipping Ltd.
Yard Number : YZJ2011-1000
Date of Keel laying / expected
Delivery
: …-…-… / …-…-…
Dimensions Moulded : Lpp = 123.95 m
B = 121.70 m
D = 11.40 m
Draught Summer Load : 8.000 m moulded
8.011 m bottom of keel
Ice Drafts Forward Mid Aft
Minimum : 3.40 m 4.40 m 5.40 m
Maximum : 8.17 m 8.17 m 8.52 m
Block Coefficient : 0.8026
Displacement : 13976 ton
Light Ship Weight : 3660 ton (approx.) VCG: 8.70 m (approx.)
LCG: 51.15 m (approx.)
TCG: 0.400 m (approx.)
Deadweight : 10.150 ton (approx.)
Gross Tonnage : 7227
Net Tonnage : 3124
Class Notation : Germanischer Lloyd
� 100 A5, E3, G, BWM, IW, DG, NAV-O, DBC
� MC, AUT, EP
Multi Purpose Dry Cargo Ship,
Equipped for the carriage of Containers,
Strengthened for Heavy Cargo
Notes
The aft perpendicular (APP) is at frame 0
The forward perpendicular (FPP) is 121.70 m forward of frame 0
The LPP used in this manual is from frame 0 to FPP so LPP = 121.70 m
Draft is measured from bottom of keel
The draft aft (above bottom of keel) is at frame fr0 , 0.00 m from APP.
The draft fore (above bottom of keel) is at fr.176, 118.80 m from APP.
The extra draft is at draught mark mid ship at fr.89+50, 59.850 m from APP.
The mean draft is calculated at ½* Lpp, 60.850 m forward of frame 0.
Positive trim is trim by stem (Tfwd > Taft), negative trim is trim by stern (Taft > Tfwd).
All vertical distances are related to the baseline
All longitudinal distances are related to frame 0
All transverse distances are related to the centreline, positive to starboard.
2.1
2 Abbreviations, units and used software
2.1 Abbreviations
Draft aft Draft from base at App (m)
Draft fore Draft from base at Fpp (m)
Mean draft Draft from base at 1/2 Lpp (m)
T aftmark Draft at aft draft mark (from u.s. keel) (m)
T foremark Draft at forward draft mark (from u.s. keel) (m)
T midmark Draft at middle draft mark (from u.s. keel) (m)
Trim Total trim on perpendiculars (m)
Volume Moulded volume displacement (m3)
Volume & appendages Volume displacement with appendages (m3)
Displacement Weight displacement (ton)
VCG Vertical centre of gravity (m)
VCG' VCG corrected for free surface effects (m)
GG' correction Correction for free surface effects (m)
KM (transverse) Distance between base and metacentre (m)
GM (solid) Metacentric height (m)
G'M (liquid) GM corrected for free surface effects (m)
LCG Longitudinal centre of gravity (m)
TCG Transverse centre of gravity (m)
LCF Longitudinal centre of floatation (m)
LCB Longitudinal centre of buoyancy (m)
FSM Free surface moment (tonm)
Mom. change trim Moment to change trim 1 cm (tonm)
Ton/cm immersion Weight to immerse 1 cm (ton/cm)
LPP Length between perpendiculars (m)
GZ (G'N sin φ) Actual righting lever (m)
KN sin φ Cross curve ordinate (m)
phi (φ) Angle of inclination (degr.)
Weight (ton / mt / tonne) Metric ton (1000 kg)
2.2
2.2 Used software
Program for the Integral Approach of Shipdesign, PIAS
Scheepsbouwkundig Advies en RekenCentrum SARC BV
Brinklaan 109-I
1404 GA Bussum, The Netherlands
www.sarc.nl
Date of composition of this PIAS version : December 16, 2010
PROJECT : P10046 GROOT SUPER GREEN 10.000
Date : January 25, 2011
2.3
2.3 Metric conversion table
Multiply by To convert from To obtain
0.03937 Millimetres Inches 25.4
0.3937 Centimetres Inches 2.54
3.2808 Metres Feet 0.3048
2.2046 Kilograms Pounds 0.45359
0.9842 Metric tonnes
(1000 kilos)
Long tons
(2440 lbs) 1.0160
2.4998 Tonnes per centimetre
(immersion)
Tonnes per inch
(immersion) 0.40
8.2014 Moment to change trim one
centimetre (ton-m)
Moment to change trim
one inch (foot-ton) 0.1220
187.9767 Metre-radians Feet degrees 0.0053
35.3147 Cubic metre Cubic feet 0.0283
To obtain To convert from Multiply by
Relationship between weight and volume:
1000 cubic millimetres = 1 cubic centimeter
1 cubic centimetre of fresh water (SG=1.000) = 1 gram
1000 cubic centimetre of fresh water (SG=1.000) = 1 kilogram
1 cubic metre of fresh water (SG=1.000) = 1 ton
1 cubic metre of seawater (SG=1.025) = 1.025 tonnes
1 ton of seawater (SG=1.025) = 0.975 m3
Conversion between cubic feet per tonnes or long tonnes (lt) and tonnes per cubic metre:
1/(0.0283 * x cu.ft/t) = y t/m³
1/(0.0279 * x cu.ft/lt) = y t/m³
35.316 * (1/x t/m³) = y cu.ft/t
35.881 * (1/x t/m³) = y cu.ft/lt
NOTE : all weight items in this manual refer to metric tonnes (1000 kg).
3.1
3 Longitudinal Light Ship Weight Distribution
Description Weight Aft Boun. LCG Fore Boun.
ton m m m
block 1 296.072 -2.250 9.055 17.200
block 2 119.146 17.200 20.679 23.500
block 3 33.280 23.500 28.830 33.100
block 4 67.581 33.100 35.965 38.900
block 5 98.172 38.900 61.808 84.900
block 6 68.739 84.900 87.766 90.700
block 7 19.056 90.700 93.381 96.100
block 8 456.741 23.500 59.653 90.700
block 9 166.760 96.100 100.896 107.300
block 10 154.640 107.300 112.140 121.700
lengthening section 203.000 38.900 61.000 84.900
new bulkhead 39.000 80.800 81.500 82.200
superstructure 108.575 1.500 6.124 10.800
added superstr. 4.500 1.500 6.124 10.800
increased mainframe 23.000 23.400 61.000 107.400
increased mainframe2 31.200 23.400 61.000 107.400
mast foundation 1.588 4.600 5.138 6.000
shell aft 70.530 -2.250 6.812 17.100
shell mid 246.780 17.100 63.760 107.400
shell fwd 62.050 107.400 114.198 121.700
fendering 6.531 -2.250 57.000 111.000
jib support fwd 5.000 109.200 110.400 112.800
jib support aft 0.500 10.000 10.800 11.600
Hatch covers including key p 268.000 16.930 60.500 107.570
tweendeck pockets 24.480 23.400 66.100 107.400
tweendeck pockets 6.500 96.200 100.400 107.400
tweendeck pockets 1.330 23.400 23.600 23.800
grain bulkhead pin pockets 1.597 23.400 67.500 107.400
fixed container fittings 1.994 23.400 62.153 107.400
lashing pots hold 2.185 17.100 63.492 107.400
milling tolerance 79.348 -2.250 55.874 121.700
welding tolerance 53.014 -2.250 56.018 121.700
Hull piping 100.000 -2.200 40.000 121.200
manholes 14.450 -1.200 58.000 114.900
railings foreship 0.500 109.200 110.000 111.000
railings midship 3.000 22.000 59.000 94.800
railings aftship / superstru 3.000 -1.700 2.400 10.500
foundations (not in section 15.000 -2.250 30.000 84.000
steel doors 2.000 2.400 30.000 80.000
steel hatches 1.500 1.200 33.000 90.000
mast 1.000 110.300 110.400 110.500
mast 0.500 -2.250 -2.150 -2.050
mast 2.000 4.600 4.800 5.000
windows 3.000 2.400 7.200 10.200
portholes 0.500 2.400 9.000 12.400
paint 29.897 -2.250 55.870 121.700
Main engine including flywhe 37.500 12.000 14.833 17.800
Reduction gear box 11.000 9.900 11.000 11.800
Couplings 0.960 11.800 12.500 13.200
3.2
Couplings 0.819 9.300 9.600 9.900
Couplings 0.312 10.000 10.200 10.400
Hub 4.741 1.800 2.730 3.300
Propeller blades 4.128 2.400 2.730 3.000
Propeller shaft + flange 6.632 3.300 6.000 9.600
prop shaft bearing 0.200 3.600 6.000 8.400
prop shaft seal 0.150 8.400 8.500 8.600
rope guard 0.125 3.200 3.400 3.600
sterntube+bossings 10.249 3.600 5.700 8.520
Hydraulic system propeller 1.500 3.000 8.400 13.200
Control system CPP 0.100 8.000 8.400 8.800
Nozzle 23.200 1.950 2.850 3.670
Bridgewing + remote controls 0.100 9.300 9.600 9.900
Rudder 11.000 -2.100 -0.200 0.900
rudder stock 5.000 -0.600 0.000 0.600
rudder trunk 2.600 -0.600 0.000 0.600
Steering gear 2.500 -1.000 0.000 1.000
st.gear pump unit 1.250 -1.000 0.000 1.000
storage tank hydr.oil st.gea 0.620 -1.200 -0.600 0.000
Bow thruster 2.750 112.200 112.800 113.400
Bow thruster e-motor 1.130 112.200 112.800 113.400
frequency converter for bowt 0.900 111.000 111.600 112.200
header tank bowthruster 0.200 111.000 111.600 112.200
Spare parts main engine 0.315 -1.200 0.600 2.400
Spare parts main engine 0.280 -1.200 0.600 2.400
Spare parts main engine 0.150 -1.200 0.600 2.400
Spare parts main engine 0.236 -1.200 0.600 2.400
Spare parts main engine 0.005 -1.200 0.600 2.400
Bilge ballast deckwash syste 10.000 2.400 43.000 114.600
bilge ballast pump 0.700 14.000 14.900 15.800
general service pump 0.300 14.500 15.080 15.500
fifi deckwash pump 0.200 111.000 111.500 112.000
ejectors 0.120 14.000 15.000 16.000
bilge water separator 0.720 12.000 12.530 13.000
CO2 bottles 12.654 96.200 103.500 109.800
CO2 watermist sprinkler syst 3.000 6.000 7.800 9.600
Fuel oil system 3.075 10.000 12.000 14.000
separators 0.950 10.000 12.000 14.000
booster unit 1.925 10.000 12.000 14.000
HFO transfer pumps 0.110 18.000 18.260 18.500
Oil fired thermal oil heater 1.340 3.600 4.200 4.800
thermal oil expansion tank 0.900 4.000 4.710 5.400
Economizer exhaust gasses 3.565 3.000 3.700 4.400
hot water circulation pump 0.050 8.000 8.475 8.900
Cooling water system 1.500 14.000 15.700 17.400
LT boxcooler ME 2.400 15.350 15.650 15.950
HT boxcooler ME 1.200 15.600 16.000 16.400
coolwater pre-heating unit 0.102 15.380 15.680 15.980
Auxiliary boxcooler 0.800 16.400 16.700 17.000
LT standby pump 0.300 16.500 16.600 16.700
HT standby pump 0.300 16.500 16.600 16.700
3-way valves HT LT regulatio 0.094 15.900 16.000 16.100
coolwater expansion tanks au 0.076 5.200 5.400 5.600
coolwater expansion tanks ma 0.460 16.460 16.660 16.860
coolwater drain pump 0.018 9.800 9.890 10.000
3.3
Fresh and sea water system 2.000 12.000 12.500 13.000
Fresh water generator 1.160 12.340 12.640 12.940
fresh water feedpump 0.097 12.850 12.950 13.050
fresh water pump 0.090 10.540 10.638 10.740
rehardening filter 0.140 12.500 13.000 13.500
UV sterilizer 0.014 11.500 12.000 12.500
hot water boiler 0.357 8.110 8.410 8.710
hot water pressure set (hydr 0.050 7.600 7.800 8.000
hydrophore vessel 0.250 7.400 7.800 8.200
Sewage system 0.500 9.000 10.200 11.400
sewage treatment plant 2.700 3.000 3.900 4.800
sewage pump 0.026 12.300 12.400 12.500
Sounding- filling- deaerati 2.000 -2.200 47.000 121.000
LO filter 0.077 12.360 12.460 12.560
LO heat exchanger 0.626 12.470 12.670 12.870
LO stand by pump 0.310 13.550 13.750 13.950
LO separator feed pump 0.017 15.210 15.315 15.410
dirty oil pump 0.128 10.650 10.750 10.850
ventilation fans ER 0.940 1.500 2.000 2.400
ventilation fans hold 0.840 109.900 110.200 110.500
other fans 0.200 1.500 47.000 110.500
Airconditioning system 5.000 -1.200 2.400 9.600
box cooler AC unit 0.500 15.800 16.000 16.200
Exhaust gas system 8.000 2.400 4.000 7.200
Silencer ME 1.300 3.400 3.700 4.000
silencer AUX engines 0.360 3.600 4.390 5.200
silencer EM.GEN. Set 0.180 -1.000 0.000 1.000
incinerator 3.210 -0.400 0.200 0.800
System fillings 20.000 2.400 15.000 40.000
Electric installation 20.000 -2.000 13.200 40.000
Auxilliary generator 7.600 3.600 5.100 6.700
Emergency / harbour generato 4.200 -1.800 0.000 1.500
Shaft generator 1.800 9.000 9.900 10.800
Batteries 0.200 2.400 4.800 7.200
anodes 0.651 -2.000 35.000 109.000
Anchors 6.076 113.000 114.400 115.800
stern anchor 1.519 -2.250 -2.000 -1.500
Anchorchains 29.200 111.000 111.600 112.200
Anchor chain end connection 0.250 110.900 111.000 111.100
mooring winch aft 6.300 -1.800 -0.900 0.600
Anchor winch fore 6.200 110.500 111.400 112.300
Mooring winch fore 6.300 111.200 112.200 113.200
chainstopper 1.300 113.000 113.300 113.600
Tow line 0.250 115.000 116.000 117.000
Mooring lines 0.648 -2.250 57.000 121.000
bollards 6.000 -2.000 57.000 118.000
warping roller 1.750 -2.000 57.000 118.000
chocks 2.400 -2.000 57.000 121.000
fairlead 4.200 -2.000 57.000 114.000
Hatch handling crane 21.000 10.200 13.800 17.400
aft crane 54.000 20.700 34.740 41.780
fwd crane 54.000 83.420 90.460 104.500
aft adapter 6.500 38.900 40.200 41.500
fwd adapter 6.500 83.700 85.000 86.300
rescueboat 0.650 0.600 3.000 4.800
3.4
davit 2.960 1.600 3.000 5.750
life rafts 0.370 8.800 9.300 9.800
life raft 0.120 94.800 95.500 96.200
free fall life boat 3.000 -2.250 0.900 3.000
free fall life boat ramp 7.800 -2.250 0.600 4.200
Loose gangway 0.500 -2.050 -2.000 -1.950
Swivel platforms 0.800 10.000 18.000 26.000
Accommodation ladder 2.700 0.700 6.600 9.600
pilot ladders 0.220 34.000 35.000 36.000
embarkation ladders 0.220 8.800 9.300 9.800
Secondary systems 5.000 2.400 10.000 17.100
Compressed air system 5.000 2.400 10.000 17.100
starting air unit 0.150 6.000 6.570 7.000
work air bottle 0.345 2.550 3.050 3.550
Acc. maindeck 34.155 2.400 10.460 17.100
Acc. poopdeck 11.550 2.400 7.040 10.700
Acc. boatdeck 12.375 2.400 7.280 10.700
Acc. captainsdeck 12.375 2.400 7.280 10.700
Acc. extra deck 12.375 2.400 7.280 10.700
Acc. bridgedeck 10.780 2.400 6.560 10.100
Inventory engine room (tools 1.000 -1.200 7.400 16.000
Inventory bosun store 1.000 96.200 101.800 107.400
Inventory various 1.000 -2.000 57.000 114.000
galley equipment 1.500 6.600 8.700 10.800
Outfitting bowthrusterroom 0.300 111.600 112.800 114.000
Outfitting forecastle 0.500 107.400 114.000 121.000
loose fifi equipment 0.700 11.000 12.000 13.000
bridge equipment 3.000 6.600 8.100 9.600
topdeck equipment 0.500 4.000 5.400 6.800
margin 152.393 -2.250 38.350 107.700
3660.000 51.150
4.1
4 Maximum allowable bending moments, shear forces and loadings
Maximum permissible still water bending moments, shear forces and torsional moments:
fr. no. position hogging sagging hogging sagging hogging sagging hogging sagging
kNm kNm kNm kNm kN kN kN kN kNm
28 17.1 110000 120000 189000 208000 8500 8100 12200 12200 29200
37 23.4 145000 165000 256000 287000 17000 16500 22000 22000 29200
51 33.2 218800 230000 336000 406000 17100 16500 22000 22000 29200
69 45.8 218800 258000 389000 491000 17200 17200 21400 21400 29200
109 73.8 218800 258000 389000 491000 17200 17200 21400 21400 29200
125 85.0 157000 240000 366000 470000 17200 17200 21400 21400 29200
141 96.2 115000 180000 260000 340000 17200 17600 22400 22400 29200
157 107.4 65000 110000 147000 320000 17200 17900 23200 23200 29200
tonm tonm tonm tonm ton ton ton ton tonm
28 17.1 11224 12245 19286 21224 867 827 1245 1245 2980
37 23.4 14796 16837 26122 29286 1735 1684 2245 2245 2980
51 33.2 22327 23469 34286 41429 1745 1684 2245 2245 2980
69 45.8 22327 26327 39694 50102 1755 1755 2184 2184 2980
109 73.8 22327 26327 39694 50102 1755 1755 2184 2184 2980
125 85.0 16020 24490 37347 47959 1755 1755 2184 2184 2980
141 96.2 11735 18367 26531 34694 1755 1796 2286 2286 2980
157 107.4 6633 11224 15000 32653 1755 1827 2367 2367 2980
Bending moments Shear forces Torsional
momentsSea Harbour Sea Harbour
Maximum permissible loadings hold:
Uniform : 18 ton/m2 (177 kN/m
2)
20' Stack : 100 ton (bay no’s 5, 7, 9, 11, 13, 15)
20' Stack : 60 ton
40' Stack : 122 ton (bay no’s 6, 10, 14)
40' Stack : 65 ton
Steel coils : 40 ton (392 kN), minimum coil length 2.00 meter, maximum 1 layer
Maximum permissible loadings tweendeck:
Uniform : 3.5 t/m2
Forklift load : 13 ton
20' Stack : 25 ton (lineload)
40' Stack : 30 ton (lineload
Maximum permissible loadings hatches:
Uniform : 2.5 ton/m2
Special areas : 60 ton each (1x1 m load spots, 2 pcs on hatchcover no’s 6, 7, 8 and 9)
20' stack : 35 ton (lineload)
40' stack : 54 ton (lineload)
Scantlings approved for minimum draught forward of 3.40 m.
In heavy weather conditions the forward draught should not be less than this value. If, in the opinion
of the master, sea conditions are likely to cause regular slamming, then other appropriate measures
such as change in speed, heading or an increase in draught forward may also need to be taken.
5.1
5 Longitudinal strength calculations
Condition : Empty ship (no seagoing condition) .............................................................................................. 5.2 Condition : Docking condition (no seagoing condition) ................................................................................ 5.7 Condition : Ballast departure .............................................................................................................................5.13 Condition : Ballast arrival .....................................................................................................................................5.19 Condition : Homogeneous departure no twd ................................................................................................5.25 Condition : Homogeneous arrival no twd........................................................................................................5.30 Condition : Homogeneous departure twd stored aft ...................................................................................5.35 Condition : Homogeneous arrival twd stored aft ...........................................................................................5.41 Condition : Heavy cargo 18 t/m2 departure ..................................................................................................5.47 Condition : Heavy cargo 18 t/m2 arrival ..........................................................................................................5.53 Condition : Steel coils departure .......................................................................................................................5.59 Condition : Steel coils arrival ...............................................................................................................................5.65 Condition : Timber cargo, departure; s.w. 0.535, s.f. 0.8/0.9 ........................................................................5.71 Condition : Timber cargo, arrival; s.w. 0.535, s.f. 0.8/0.9 ................................................................................5.77 Condition : Iron ore 3.5 t/m3, no TD, departure2 ............................................................................................5.83 Condition : Iron ore 3.5 t/m3, no TD, arrival2 ...................................................................................................5.88 Condition : Containers, 14 ton/teu departure ................................................................................................5.93 Condition : Containers, 14 ton/teu arrival ..................................................................................................... 5.100 Condition : Containers, 2.3 ton/teu departure ............................................................................................ 5.107 Condition : Containers, 2.3 ton/teu arrival.................................................................................................... 5.114 Condition : Containers 14t/TEU with ice accretion, departure ................................................................. 5.121 Condition : Containers 14t/TEU with ice accretion, arrival ........................................................................ 5.128 Condition : Timber cargo on deck with ice accretion, departure .......................................................... 5.135 Condition : Timber cargo on deck with ice accretion, arrival .................................................................. 5.141 Condition : Grain 40 cuft/ton departure ....................................................................................................... 5.147 Condition : Grain 40 cuft/ton arrival .............................................................................................................. 5.153 Condition : Grain 45 cuft/ton departure ....................................................................................................... 5.159 Condition : Grain 45 cuft/ton arrival .............................................................................................................. 5.165 Condition : Grain 50 cuft/ton departure ....................................................................................................... 5.171 Condition : Grain 50 cuft/ton arrival .............................................................................................................. 5.177 Condition : Grain 55 cuft/ton departure ....................................................................................................... 5.183 Condition : Grain 55 cuft/ton arrival .............................................................................................................. 5.189 Condition : Grain 65 cuft/ton departure ....................................................................................................... 5.195 Condition : Grain 65 cuft/ton arrival .............................................................................................................. 5.201 SUMMARY LONGITUDINAL STRENGTH P10046 GROOT SUPER GREEN 10.000 .......................................... 5.207
5.2
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:51
Condition : Empty ship (no seagoing condition)
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
16 WT PS 173.920 73.800 79.396 85.000
5.3
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:51
Condition : Empty ship (no seagoing condition)
Draft mean (Lpp/2) 2.521 m
Trim -3.587 m
Maximum shearforce 801.830 ton
Location where maximum shearforce occurs 17.200 m
Maximum moment 21549.912 tonm
Location where maximum moment occurs 48.447 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 43.143 2.786 40.357 71.27 73.60
4.000 63.538 0.147 63.392 273.63 698.52
8.000 56.591 6.354 50.237 493.37 2252.13
12.000 43.110 16.212 26.898 669.60 4613.19
16.000 48.334 20.835 27.499 771.11 7503.06
20.000 30.685 46.520 -15.836 766.93 10652.08
24.000 21.796 54.730 -32.934 694.28 13587.32
28.000 23.479 58.073 -34.594 557.89 16094.33
32.000 25.213 58.222 -33.009 421.89 18052.17
36.000 33.344 56.898 -23.554 315.88 19513.82
40.000 31.934 54.983 -23.049 223.86 20593.46
44.000 24.608 52.888 -28.279 119.20 21291.46
48.000 24.509 50.779 -26.270 10.11 21547.92
52.000 24.409 48.670 -24.261 -90.95 21383.96
56.000 24.309 46.561 -22.252 -183.97 20831.73
60.000 24.210 44.453 -20.243 -268.95 19923.61
64.000 24.110 42.344 -18.234 -345.90 18691.61
68.000 24.010 40.235 -16.225 -414.81 17167.72
72.000 23.911 38.126 -14.215 -475.69 15384.36
76.000 39.358 36.017 3.340 -494.31 13411.21
80.000 39.235 33.886 5.349 -476.96 11466.24
84.000 46.567 31.344 15.223 -408.23 9705.96
88.000 33.380 28.166 5.214 -375.32 8156.19
92.000 15.758 24.244 -8.486 -370.91 6689.03
96.000 14.548 19.856 -5.308 -398.56 5145.97
100.000 28.348 15.448 12.900 -346.08 3654.71
104.000 22.435 11.211 11.223 -297.72 2369.48
108.000 28.008 7.437 20.571 -247.19 1267.85
112.000 53.249 4.301 48.949 -132.28 463.72
116.000 14.197 1.827 12.369 -51.01 125.78
120.000 7.717 0.063 7.654 -10.77 8.49
5.4
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:51
Condition : Empty ship (no seagoing condition)
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 801.082 64.34 1245 8367.798 - 43.39 19286
23.400 710.816 31.66 2245 13165.216 - 50.40 26122
33.200 383.493 17.08 2245 18535.214 - 54.06 34286
45.800 69.115 3.16 2184 21461.039 - 54.07 39694
51.400 -76.304 3.49 2184 21434.126 - 54.00 39694
57.000 -205.971 9.43 2184 20636.932 - 51.99 39694
62.600 -319.886 14.65 2184 19157.666 - 48.26 39694
68.200 -418.050 19.14 2184 17084.537 - 43.04 39694
73.800 -500.462 22.91 2184 14505.751 - 36.54 39694
85.000 -392.177 17.96 2184 9305.489 - 24.92 37347
96.200 -397.831 17.40 2286 5066.272 - 19.10 26531
107.400 -260.186 10.99 2367 1419.926 - 9.47 15000
Loading condition complies with the stated criteria. (harbour cond.)
5.5
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:51
Condition : Empty ship (no seagoing condition)
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 25.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
50.0
0.0
Buoyancy 1 cm = 10.0 Ton/m
5.6
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Empty ship (no seagoing condition)
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 25000.0 Tonm
5.7
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Docking condition (no seagoing condition)
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.629 -1.800 -1.500 -1.200
01 Forepeak 193.038 114.600 116.953 121.660
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
06 WT PS 76.789 101.800 104.254 107.400
07 WT SB 76.789 101.800 104.254 107.400
08 WT PS 105.535 96.200 98.854 101.800
09 WT SB 105.535 96.200 98.854 101.800
10 DB PS 76.678 85.000 90.386 96.200
5.8
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Docking condition (no seagoing condition)
Description Weight AftBoun. LCG ForeBoun.
ton m m m
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 158.236 85.000 90.329 96.200
13 WT SB 0.000 85.000 89.350 96.200
14 DB PS 0.000 73.800 79.391 85.000
15 DB SB 0.000 73.800 79.312 85.000
16 WT PS 22.610 73.800 79.375 85.000
17 WT SB 0.000 73.800 79.345 85.000
18 DB PS 0.000 45.800 52.915 59.800
19 DB SB 0.000 45.800 52.800 59.800
20 WT PS 0.000 45.800 52.800 59.800
21 WT SB 0.000 45.800 52.800 59.800
22 DB PS 0.000 33.200 40.395 45.800
23 DB SB 0.000 33.200 40.213 45.800
24 WT PS 0.000 33.200 39.526 45.800
25 WT SB 0.000 33.200 39.526 45.800
26 DB PS 0.000 23.400 29.553 33.200
27 DB SB 0.000 23.400 29.260 33.200
28 WT PS 0.000 23.400 28.714 33.200
29 WT SB 0.000 23.400 28.227 33.200
30 AP PS 0.000 7.801 8.200 8.400
31 AP SB 0.000 7.801 8.200 8.400
tweendeck hold 1 73.200 82.200 93.280 107.400
tweendeck hold 2 200.000 23.400 52.100 80.800
5.9
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Docking condition (no seagoing condition)
Draft mean (Lpp/2) 3.382 m
Trim -0.013 m
Maximum shearforce 979.566 ton
Location where maximum shearforce occurs 17.800 m
Maximum moment 31447.170 tonm
Location where maximum moment occurs 56.311 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.443 2.100 42.343 74.67 78.06
4.000 63.538 0.147 63.391 286.93 740.58
8.000 58.052 5.379 52.673 515.37 2358.62
12.000 54.561 10.227 44.334 783.84 4976.13
16.000 53.514 15.973 37.540 938.26 8419.83
20.000 30.781 40.520 -9.738 962.11 12296.45
24.000 25.281 50.765 -25.485 918.85 16069.86
28.000 26.964 56.209 -29.245 808.06 19529.10
32.000 28.697 58.459 -29.762 689.24 22524.75
36.000 36.828 59.236 -22.408 592.02 25076.14
40.000 35.419 59.423 -24.005 500.38 27263.87
44.000 28.093 59.429 -31.336 387.70 29054.66
48.000 27.993 59.422 -31.428 262.18 30355.03
52.000 27.893 59.414 -31.521 136.28 31152.43
56.000 27.794 59.407 -31.613 10.02 31445.39
60.000 27.694 59.399 -31.705 -116.61 31232.73
64.000 27.594 59.392 -31.797 -243.61 30512.81
68.000 27.495 59.384 -31.889 -370.97 29283.87
72.000 27.395 59.377 -31.981 -498.71 27544.95
76.000 29.330 59.369 -30.039 -622.33 25299.21
80.000 29.210 59.339 -30.129 -742.69 22569.60
84.000 36.865 58.880 -22.015 -802.29 19500.27
88.000 66.800 57.458 9.342 -789.21 16272.19
92.000 46.052 54.500 -8.448 -776.80 13170.89
96.000 41.715 49.840 -8.125 -810.37 9996.17
100.000 75.592 43.971 31.621 -670.48 7033.54
104.000 61.070 36.945 24.125 -555.13 4588.89
108.000 85.229 29.166 56.063 -458.67 2531.87
112.000 53.249 20.741 32.508 -247.68 1152.48
116.000 58.036 12.091 45.944 -145.67 305.10
120.000 20.577 3.137 17.440 -19.14 13.25
5.10
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Docking condition (no seagoing condition)
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 976.927 78.47 1245 9473.267 - 49.12 19286
23.400 930.821 41.46 2245 15514.356 - 59.39 26122
33.200 654.366 29.15 2245 23330.776 - 68.05 34286
45.800 331.260 15.17 2184 29702.077 - 74.83 39694
51.400 155.191 7.11 2184 31064.991 - 78.26 39694
57.000 -21.601 0.99 2184 31439.851 - 79.21 39694
62.600 -199.115 9.12 2184 30822.611 - 77.65 39694
68.200 -377.352 17.28 2184 29209.226 - 73.59 39694
73.800 -556.311 25.47 2184 26595.643 - 67.00 39694
85.000 -823.761 37.72 2184 18687.010 - 50.04 37347
96.200 -810.216 35.44 2286 9834.061 - 37.07 26531
107.400 -492.716 20.82 2367 2817.177 - 18.78 15000
Loading condition complies with the stated criteria. (harbour cond.)
5.11
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Docking condition (no seagoing condition)
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 25.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
50.0
0.0
Buoyancy 1 cm = 10.0 Ton/m
5.12
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Docking condition (no seagoing condition)
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 25000.0 Tonm
5.13
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Ballast departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
01 Forepeak 0.000 114.600 115.624 117.672
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
06 WT PS 114.611 101.800 104.289 107.400
07 WT SB 114.611 101.800 104.289 107.400
08 WT PS 175.892 96.200 98.880 101.800
5.14
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Ballast departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
09 WT SB 175.892 96.200 98.880 101.800
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 158.236 85.000 90.329 96.200
13 WT SB 158.236 85.000 90.329 96.200
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
16 WT PS 173.920 73.800 79.396 85.000
17 WT SB 173.920 73.800 79.396 85.000
14A DB PS 112.726 59.800 66.898 73.800
15A DB SB 116.220 59.800 66.800 73.800
16A WT PS 217.584 59.800 66.800 73.800
17A WT SB 217.584 59.800 66.800 73.800
18 DB PS 112.726 45.800 52.898 59.800
19 DB SB 116.220 45.800 52.800 59.800
20 WT PS 217.584 45.800 52.800 59.800
21 WT SB 217.584 45.800 52.800 59.800
22 DB PS 100.424 33.200 39.639 45.800
23 DB SB 103.917 33.200 39.529 45.800
24 WT PS 195.780 33.200 39.501 45.800
25 WT SB 39.156 33.200 39.506 45.800
26 DB PS 55.579 23.400 29.234 33.200
27 DB SB 59.072 23.400 29.158 33.200
28 WT PS 0.000 23.400 28.714 33.200
29 WT SB 0.000 23.400 28.227 33.200
30 AP PS 0.000 7.801 8.200 8.400
31 AP SB 0.000 7.801 8.200 8.400
tweendeck hold 1 72.000 82.238 93.269 107.362
tweendeck hold 2 197.600 23.453 52.299 80.748
5.15
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Ballast departure
Draft mean (Lpp/2) 5.019 m
Trim -1.301 m
Maximum shearforce 821.100 ton
Location where maximum shearforce occurs 22.700 m
Maximum moment 20667.076 tonm
Location where maximum moment occurs 45.550 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 4.380 40.594 72.09 76.68
4.000 74.218 2.262 71.956 292.08 733.00
8.000 59.939 19.089 40.850 553.27 2449.41
12.000 52.572 41.612 10.960 693.07 4977.20
16.000 59.579 49.892 9.687 724.98 7806.39
20.000 102.756 77.422 25.333 745.26 10741.19
24.000 31.246 87.018 -55.772 774.95 13896.92
28.000 38.174 91.706 -53.531 555.02 16554.91
32.000 45.152 93.198 -48.046 351.08 18360.72
36.000 71.249 93.218 -21.969 233.07 19488.55
40.000 70.269 92.648 -22.379 145.56 20247.70
44.000 63.372 91.896 -28.524 41.77 20635.93
48.000 75.153 91.131 -15.978 -44.80 20606.66
52.000 75.256 90.366 -15.110 -106.96 20302.81
56.000 75.359 89.601 -14.242 -165.65 19757.15
60.000 74.788 88.836 -14.048 -221.01 18983.69
64.000 74.891 88.071 -13.181 -275.45 17990.32
68.000 74.993 87.306 -12.313 -326.42 16785.95
72.000 75.096 86.541 -11.445 -373.93 15384.68
76.000 74.556 85.777 -11.220 -419.27 13798.86
80.000 74.483 84.989 -10.506 -462.74 12034.38
84.000 82.102 83.771 -1.669 -460.30 10199.24
88.000 81.841 81.528 0.313 -453.19 8371.56
92.000 59.628 77.353 -17.725 -477.55 6541.31
96.000 53.828 70.901 -17.073 -547.75 4489.98
100.000 99.901 62.619 37.282 -387.06 2614.69
104.000 75.286 52.631 22.655 -263.75 1333.11
108.000 85.229 41.496 43.733 -182.05 424.27
112.000 53.249 29.409 23.841 -13.13 62.36
116.000 14.197 17.088 -2.892 -7.32 43.45
120.000 7.717 4.633 3.084 -7.15 6.55
5.16
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Ballast departure
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 724.415 83.55 867 8604.092 - 76.66 11224
23.400 805.534 46.43 1735 13422.233 - 90.72 14796
33.200 295.340 16.92 1745 18748.496 - 84.07 22300
45.800 -9.127 0.52 1755 20665.726 - 92.67 22300
51.400 -97.855 5.58 1755 20364.169 - 91.32 22300
57.000 -179.781 10.24 1755 19584.680 - 87.82 22300
62.600 -256.790 14.63 1755 18362.713 - 82.34 22300
68.200 -328.882 18.74 1755 16720.520 - 74.98 22300
73.800 -394.172 22.46 1755 14693.552 - 65.89 22300
85.000 -461.326 26.29 1755 9738.228 - 60.79 16020
96.200 -549.383 30.59 1796 4380.249 - 37.33 11735
107.400 -208.542 11.41 1827 541.355 - 8.16 6633
Loading condition complies with the stated criteria. (sea condition)
5.17
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Ballast departure
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Weightloading 1 cm = 25.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.18
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Ballast departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.19
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Ballast arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
01 Forepeak 0.000 114.600 115.624 117.672
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
06 WT PS 114.611 101.800 104.289 107.400
07 WT SB 114.611 101.800 104.289 107.400
08 WT PS 175.892 96.200 98.880 101.800
5.20
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:52
Condition : Ballast arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
09 WT SB 175.892 96.200 98.880 101.800
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 158.236 85.000 90.329 96.200
13 WT SB 158.236 85.000 90.329 96.200
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
16 WT PS 173.920 73.800 79.396 85.000
17 WT SB 173.920 73.800 79.396 85.000
14A DB PS 112.726 59.800 66.898 73.800
15A DB SB 116.220 59.800 66.800 73.800
16A WT PS 217.584 59.800 66.800 73.800
17A WT SB 217.584 59.800 66.800 73.800
18 DB PS 112.726 45.800 52.898 59.800
19 DB SB 116.220 45.800 52.800 59.800
20 WT PS 217.584 45.800 52.800 59.800
21 WT SB 217.584 45.800 52.800 59.800
22 DB PS 100.424 33.200 39.639 45.800
23 DB SB 103.917 33.200 39.529 45.800
24 WT PS 195.780 33.200 39.501 45.800
25 WT SB 39.156 33.200 39.506 45.800
26 DB PS 55.579 23.400 29.234 33.200
27 DB SB 59.072 23.400 29.158 33.200
28 WT PS 150.592 23.400 28.325 33.200
29 WT SB 122.070 23.400 27.882 33.200
30 AP PS 0.000 7.801 8.200 8.400
31 AP SB 0.000 7.801 8.200 8.400
tweendeck hold 1 72.000 82.238 93.269 107.362
tweendeck hold 2 197.600 23.453 52.299 80.748
5.21
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:53
Condition : Ballast arrival
Draft mean (Lpp/2) 4.974 m
Trim -0.758 m
Maximum shearforce 741.072 ton
Location where maximum shearforce occurs 17.100 m
Maximum moment 18137.855 tonm
Location where maximum moment occurs 46.585 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 3.775 41.199 72.88 77.68
4.000 64.788 1.157 63.631 282.59 730.31
8.000 58.771 14.896 43.875 502.93 2327.11
12.000 55.061 37.082 17.979 699.02 4773.67
16.000 53.514 45.517 7.997 735.00 7645.94
20.000 30.781 73.357 -42.576 631.15 10460.40
24.000 61.658 83.271 -21.614 478.65 12655.61
28.000 66.178 88.279 -22.101 389.90 14394.86
32.000 70.748 90.091 -19.343 306.23 15784.85
36.000 71.249 90.430 -19.181 230.30 16860.60
40.000 70.269 90.179 -19.911 153.31 17630.52
44.000 63.372 89.747 -26.375 58.75 18069.03
48.000 75.153 89.302 -14.149 -19.85 18124.39
52.000 75.256 88.856 -13.600 -75.33 17934.45
56.000 75.359 88.411 -13.052 -128.62 17526.86
60.000 74.788 87.966 -13.178 -179.85 16910.49
64.000 74.891 87.520 -12.630 -231.44 16088.16
68.000 74.993 87.075 -12.081 -280.85 15063.64
72.000 75.096 86.630 -11.533 -328.06 13845.91
76.000 74.556 86.184 -11.628 -374.39 12442.23
80.000 74.483 85.717 -11.233 -420.12 10853.37
84.000 82.102 84.818 -2.716 -403.68 9226.07
88.000 81.841 82.892 -1.051 -401.39 7615.79
92.000 59.628 79.013 -19.384 -431.81 5981.15
96.000 53.828 72.794 -18.967 -509.14 4098.97
100.000 99.901 64.643 35.259 -356.32 2362.68
104.000 75.286 54.641 20.644 -241.12 1187.89
108.000 85.229 43.338 41.891 -167.47 353.22
112.000 53.249 30.896 22.353 -5.26 35.76
116.000 14.197 18.058 -3.861 -4.40 37.73
120.000 7.717 4.957 2.760 -6.86 6.39
5.22
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:53
Condition : Ballast arrival
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 741.072 85.48 867 8458.206 - 75.36 11224
23.400 488.616 28.16 1735 12364.717 - 83.57 14796
33.200 284.445 16.30 1745 16139.251 - 72.37 22300
45.800 11.599 0.66 1755 18132.952 - 81.31 22300
51.400 -67.148 3.83 1755 17977.054 - 80.61 22300
57.000 -141.597 8.07 1755 17392.070 - 77.99 22300
62.600 -213.635 12.17 1755 16399.423 - 73.54 22300
68.200 -283.261 16.14 1755 15007.335 - 67.30 22300
73.800 -348.590 19.86 1755 13237.229 - 59.36 22300
85.000 -405.795 23.12 1755 8821.179 - 55.06 16020
96.200 -511.144 28.46 1796 3996.938 - 34.06 11735
107.400 -192.846 10.56 1827 461.211 - 6.95 6633
Loading condition complies with the stated criteria. (sea condition)
5.23
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:53
Condition : Ballast arrival
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Weightloading 1 cm = 25.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.24
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:53
Condition : Ballast arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.25
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:53
Condition : Homogeneous departure no twd
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
12 WT PS 153.488 85.000 90.321 96.200
20 WT PS 0.000 45.800 52.800 59.800
21 WT SB 0.000 45.800 52.800 59.800
28 WT PS 0.000 23.400 28.714 33.200
29 WT SB 0.000 23.400 28.227 33.200
BHD.fr.28 <-> BHD.fr.119 7272.588 17.100 50.545 80.800
BHD.fr.121 <-> BHD.fr.157 2497.018 82.200 93.286 107.400
5.26
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:53
Condition : Homogeneous departure no twd
Draft mean (Lpp/2) 7.997 m
Trim -1.627 m
Maximum shearforce 247.487 ton
Location where maximum shearforce occurs 107.400 m
Maximum moment -5082.672 tonm
Location where maximum moment occurs 85.488 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 37.138 7.836 9.22 10.05
4.000 74.218 49.770 24.448 67.77 111.45
8.000 59.939 73.180 -13.241 121.42 523.52
12.000 52.572 96.975 -44.403 41.69 886.46
16.000 59.579 105.293 -45.714 -148.13 666.65
20.000 201.339 132.637 68.703 -65.45 76.64
24.000 122.533 142.041 -19.507 137.15 341.05
28.000 126.370 146.537 -20.167 56.47 730.18
32.000 130.257 147.838 -17.582 -19.80 801.01
36.000 140.541 147.666 -7.125 -62.09 622.42
40.000 141.285 146.905 -5.619 -86.39 324.76
44.000 136.113 145.961 -9.848 -119.31 -75.55
48.000 138.167 145.005 -6.838 -152.67 -622.66
52.000 140.220 144.048 -3.828 -173.99 -1279.21
56.000 142.274 143.092 -0.818 -183.27 -1997.02
60.000 144.328 142.136 2.192 -180.51 -2727.89
64.000 146.382 141.179 5.203 -165.71 -3423.71
68.000 148.436 140.223 8.213 -138.86 -4036.23
72.000 150.489 139.267 11.223 -99.98 -4517.41
76.000 152.543 138.310 14.233 -49.06 -4819.00
80.000 154.595 137.332 17.264 13.92 -4892.90
84.000 160.760 135.920 24.840 -48.15 -5040.13
88.000 166.394 133.453 32.941 90.93 -4966.17
92.000 135.975 128.702 7.273 181.67 -4379.60
96.000 121.967 120.559 1.408 197.98 -3612.28
100.000 112.698 108.770 3.929 223.42 -2761.70
104.000 95.448 93.033 2.415 234.94 -1842.84
108.000 28.008 74.304 -46.296 219.64 -886.34
112.000 53.249 53.163 0.086 102.36 -311.81
116.000 14.197 31.081 -16.885 32.60 -32.99
120.000 7.717 8.780 -1.063 -3.45 4.31
5.27
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:53
Condition : Homogeneous departure no twd
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 -209.607 25.35 827 470.411 - 4.19 11224
23.400 145.666 8.40 1735 255.516 - 1.73 14796
33.200 -39.506 2.35 1684 765.274 - 3.43 22300
45.800 -135.816 7.74 1755 - 305.100 1.16 26327
51.400 -171.563 9.78 1755 - 1175.643 4.47 26327
57.000 -183.711 10.47 1755 - 2180.389 8.28 26327
62.600 -172.259 9.82 1755 - 3187.179 12.11 26327
68.200 -137.208 7.82 1755 - 4063.856 15.44 26327
73.800 -78.557 4.48 1755 - 4678.262 17.77 26327
85.000 -24.021 1.37 1755 - 5076.193 20.73 24490
96.200 200.023 11.40 1755 - 3572.566 19.45 18367
107.400 247.487 14.10 1755 - 1026.543 9.15 11224
Loading condition complies with the stated criteria. (sea condition)
5.28
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:53
Condition : Homogeneous departure no twd
Length (m)
0.0 50.0 100.00.0
0.0
200.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.29
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:53
Condition : Homogeneous departure no twd
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.30
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:53
Condition : Homogeneous arrival no twd
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
12 WT PS 153.488 85.000 90.321 96.200
20 WT PS 65.275 45.800 52.800 59.800
21 WT SB 65.275 45.800 52.800 59.800
28 WT PS 75.296 23.400 28.351 33.200
29 WT SB 46.115 23.400 27.945 33.200
BHD.fr.28 <-> BHD.fr.119 7272.588 17.100 50.545 80.800
BHD.fr.121 <-> BHD.fr.157 2497.018 82.200 93.286 107.400
5.31
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:53
Condition : Homogeneous arrival no twd
Draft mean (Lpp/2) 7.965 m
Trim -1.001 m
Maximum shearforce 268.466 ton
Location where maximum shearforce occurs 107.400 m
Maximum moment -6723.714 tonm
Location where maximum moment occurs 74.313 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 31.165 13.810 22.62 25.10
4.000 64.788 43.983 20.805 90.92 213.61
8.000 58.771 67.751 -8.981 115.21 664.80
12.000 55.061 91.914 -36.853 95.03 1129.90
16.000 53.514 100.600 -47.087 -89.12 1145.65
20.000 129.365 128.312 1.052 -129.45 632.96
24.000 135.609 138.084 -2.475 -118.58 135.66
28.000 138.807 142.948 -4.141 -133.14 -364.57
32.000 142.054 144.617 -2.562 -147.33 -926.66
36.000 140.541 144.812 -4.271 -163.42 -1542.88
40.000 141.285 144.419 -3.134 -177.04 -2224.03
44.000 136.113 143.843 -7.730 -200.75 -2968.06
48.000 147.492 143.255 4.237 -205.86 -3802.43
52.000 149.545 142.666 6.879 -183.62 -4584.17
56.000 151.599 142.078 9.522 -150.80 -5255.79
60.000 144.328 141.489 2.839 -109.28 -5775.35
64.000 146.382 140.901 5.481 -92.63 -6182.12
68.000 148.436 140.312 8.124 -65.41 -6501.13
72.000 150.489 139.724 10.766 -27.62 -6690.23
76.000 152.543 139.135 13.408 20.74 -6707.06
80.000 154.595 138.524 16.071 79.68 -6509.39
84.000 160.760 137.480 23.279 29.65 -6360.28
88.000 166.394 135.382 31.012 161.76 -5988.63
92.000 135.975 130.991 4.984 244.06 -5135.22
96.000 121.967 123.170 -1.203 250.54 -4137.65
100.000 112.698 111.576 1.122 265.09 -3098.41
104.000 95.448 95.816 -0.368 265.35 -2035.50
108.000 28.008 76.806 -48.798 239.10 -979.80
112.000 53.249 55.161 -1.912 112.75 -346.30
116.000 14.197 32.366 -18.169 36.37 -40.18
120.000 7.717 9.179 -1.462 -3.09 4.12
5.32
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:53
Condition : Homogeneous arrival no twd
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 -143.630 17.37 827 1017.909 - 9.07 11224
23.400 -120.328 7.15 1684 206.602 - 1.40 14796
33.200 -149.184 8.86 1684 - 1104.765 4.71 23469
45.800 -213.593 12.17 1755 - 3340.887 12.69 26327
51.400 -187.629 10.69 1755 - 4472.901 16.99 26327
57.000 -140.949 8.03 1755 - 5401.610 20.52 26327
62.600 -99.663 5.68 1755 - 6047.562 22.97 26327
68.200 -63.771 3.63 1755 - 6514.071 24.74 26327
73.800 -7.164 0.41 1755 - 6721.684 25.53 26327
85.000 52.176 2.97 1755 - 6319.350 25.80 24490
96.200 252.061 14.36 1755 - 4087.464 22.25 18367
107.400 268.466 15.30 1755 - 1132.120 10.09 11224
Loading condition complies with the stated criteria. (sea condition)
5.33
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:53
Condition : Homogeneous arrival no twd
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.34
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:54
Condition : Homogeneous arrival no twd
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.35
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:54
Condition : Homogeneous departure twd stored aft
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
12 WT PS 66.459 85.000 90.086 96.200
16 WT PS 86.960 73.800 79.393 85.000
24 WT PS 0.000 33.200 39.526 45.800
25 WT SB 0.000 33.200 39.526 45.800
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
5.36
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:54
Condition : Homogeneous departure twd stored aft
Description Weight AftBoun. LCG ForeBoun.
ton m m m
R <-> BHD.fr.119 6976.126 24.160 52.480 80.800
BHD.fr.121 <-> A(n) 2499.166 82.200 92.996 106.685
5.37
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:54
Condition : Homogeneous departure twd stored aft
Draft mean (Lpp/2) 8.000 m
Trim -1.321 m
Maximum shearforce 279.273 ton
Location where maximum shearforce occurs 106.685 m
Maximum moment -7029.408 tonm
Location where maximum moment occurs 74.107 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 34.529 10.445 15.10 16.53
4.000 74.218 47.275 26.943 83.89 161.85
8.000 59.939 70.863 -10.924 147.17 657.66
12.000 66.750 94.839 -28.088 84.28 1143.64
16.000 73.757 103.337 -29.579 -40.64 1224.00
20.000 124.979 130.860 -5.881 -163.70 785.12
24.000 79.856 140.444 -60.588 -250.96 55.15
28.000 146.645 145.121 1.525 -250.62 -963.07
32.000 148.379 146.602 1.777 -244.80 -1953.49
36.000 156.510 146.609 9.901 -214.31 -2883.74
40.000 155.100 146.028 9.072 -175.18 -3660.54
44.000 147.774 145.265 2.510 -154.00 -4304.88
48.000 147.675 144.488 3.187 -142.60 -4898.39
52.000 147.575 143.712 3.863 -128.49 -5440.90
56.000 147.475 142.936 4.540 -111.67 -5921.59
60.000 147.376 142.159 5.217 -92.14 -6329.66
64.000 147.276 141.383 5.893 -69.91 -6654.28
68.000 147.176 140.606 6.570 -44.97 -6884.55
72.000 147.077 139.830 7.247 -17.33 -7009.75
76.000 154.759 139.054 15.705 30.16 -7000.11
80.000 154.637 138.255 16.382 94.31 -6751.89
84.000 171.740 137.023 34.716 58.88 -6540.93
88.000 161.185 134.737 26.448 188.69 -6033.20
92.000 130.573 130.161 0.412 252.72 -5108.74
96.000 116.372 122.169 -5.797 240.88 -4113.31
100.000 113.990 110.457 3.533 264.36 -3097.30
104.000 96.253 94.672 1.581 273.37 -2019.34
108.000 28.008 75.753 -47.744 230.73 -938.68
112.000 53.249 54.304 -1.055 108.24 -330.83
116.000 14.197 31.806 -17.609 34.72 -36.78
120.000 7.717 9.003 -1.286 -3.25 4.27
5.38
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:54
Condition : Homogeneous departure twd stored aft
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 -93.043 11.25 827 1153.058 - 10.27 11224
23.400 -212.674 12.63 1684 195.012 - 1.32 14796
33.200 -241.686 14.35 1684 - 2245.620 9.57 23469
45.800 -149.208 8.50 1755 - 4577.583 17.39 26327
51.400 -130.778 7.45 1755 - 5363.208 20.37 26327
57.000 -107.042 6.10 1755 - 6030.863 22.91 26327
62.600 -78.002 4.44 1755 - 6550.841 24.88 26327
68.200 -43.656 2.49 1755 - 6893.430 26.18 26327
73.800 -4.005 0.23 1755 - 7028.923 26.70 26327
85.000 92.795 5.29 1755 - 6465.115 26.40 24490
96.200 241.478 13.76 1755 - 4065.142 22.13 18367
107.400 259.459 14.78 1755 - 1085.770 9.67 11224
Loading condition complies with the stated criteria. (sea condition)
5.39
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:54
Condition : Homogeneous departure twd stored aft
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.40
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:54
Condition : Homogeneous departure twd stored aft
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.41
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:54
Condition : Homogeneous arrival twd stored aft
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
12 WT PS 68.041 85.000 90.093 96.200
16 WT PS 86.960 73.800 79.393 85.000
24 WT PS 117.468 33.200 39.502 45.800
25 WT SB 90.059 33.200 39.503 45.800
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
5.42
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:54
Condition : Homogeneous arrival twd stored aft
Description Weight AftBoun. LCG ForeBoun.
ton m m m
R <-> BHD.fr.119 6976.126 24.160 52.480 80.800
BHD.fr.121 <-> A(n) 2499.166 82.200 92.996 106.685
5.43
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:54
Condition : Homogeneous arrival twd stored aft
Draft mean (Lpp/2) 7.948 m
Trim -0.674 m
Maximum shearforce -510.495 ton
Location where maximum shearforce occurs 24.160 m
Maximum moment -9100.501 tonm
Location where maximum moment occurs 65.829 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 28.095 16.879 29.46 32.80
4.000 64.788 40.967 23.822 109.99 273.28
8.000 58.771 64.910 -6.140 146.02 824.54
12.000 69.239 89.266 -20.026 144.76 1437.39
16.000 67.692 98.144 -30.452 27.54 1786.24
20.000 53.005 126.048 -73.043 -216.55 1465.76
24.000 79.856 136.011 -56.155 -501.50 20.24
28.000 146.645 141.068 5.578 -484.18 -1965.40
32.000 148.379 142.928 5.450 -462.90 -3858.37
36.000 172.971 143.316 29.655 -372.40 -5567.93
40.000 171.572 143.115 28.458 -254.99 -6819.80
44.000 164.257 142.731 21.526 -157.01 -7628.94
48.000 147.675 142.335 5.340 -106.56 -8123.10
52.000 147.575 141.938 5.637 -84.59 -8505.01
56.000 147.475 141.542 5.934 -61.44 -8796.70
60.000 147.376 141.145 6.230 -37.10 -8993.50
64.000 147.276 140.749 6.527 -11.57 -9090.61
68.000 147.176 140.353 6.824 15.15 -9083.24
72.000 147.077 139.956 7.121 43.05 -8966.74
76.000 154.759 139.560 15.199 89.27 -8717.42
80.000 154.637 139.141 15.496 150.64 -8237.61
84.000 171.740 138.289 33.450 128.45 -7765.38
88.000 161.334 136.383 24.951 252.90 -6989.63
92.000 130.710 132.181 -1.471 310.17 -5821.16
96.000 116.497 124.530 -8.033 290.07 -4611.81
100.000 113.990 113.040 0.950 303.64 -3418.35
104.000 96.253 97.269 -1.017 302.21 -2204.00
108.000 28.008 78.113 -50.105 249.27 -1028.83
112.000 53.249 56.206 -2.957 118.19 -364.44
116.000 14.197 33.038 -18.841 38.34 -44.01
120.000 7.717 9.387 -1.670 -2.90 4.00
5.44
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:54
Condition : Homogeneous arrival twd stored aft
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 -17.354 2.10 827 1794.247 - 15.99 11224
23.400 -465.884 27.67 1684 311.174 - 2.10 14796
33.200 -455.451 27.05 1684 - 4409.555 18.79 23469
45.800 -118.134 6.73 1755 - 7876.336 29.92 26327
51.400 -87.962 5.01 1755 - 8453.363 32.11 26327
57.000 -55.463 3.16 1755 - 8855.015 33.63 26327
62.600 -20.638 1.18 1755 - 9068.264 34.44 26327
68.200 16.514 0.94 1755 - 9080.082 34.49 26327
73.800 55.992 3.19 1755 - 8877.441 33.72 26327
85.000 161.053 9.18 1755 - 7620.599 31.12 24490
96.200 290.221 16.54 1755 - 4553.837 24.79 18367
107.400 279.433 15.92 1755 - 1187.497 10.58 11224
Loading condition complies with the stated criteria. (sea condition)
5.45
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:54
Condition : Homogeneous arrival twd stored aft
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.46
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:54
Condition : Homogeneous arrival twd stored aft
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.47
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Heavy cargo 18 t/m2 departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
01 Forepeak 193.038 114.600 116.953 121.660
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
06 WT PS 114.611 101.800 104.289 107.400
08 WT PS 75.634 96.200 98.840 101.800
28 WT PS 150.592 23.400 28.325 33.200
29 WT SB 135.633 23.400 27.872 33.200
30 AP PS 0.000 7.801 8.200 8.400
5.48
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Heavy cargo 18 t/m2 departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
31 AP SB 0.000 7.801 8.200 8.400
tanktop load 18 t/m2 6000.000 39.923 52.000 64.077
tanktop load 18 t/m2 2000.000 87.974 92.000 96.026
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
5.49
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Heavy cargo 18 t/m2 departure
Draft mean (Lpp/2) 7.623 m
Trim -1.414 m
Maximum shearforce 1719.561 ton
Location where maximum shearforce occurs 64.077 m
Maximum moment -19273.559 tonm
Location where maximum moment occurs 51.551 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 28.849 16.126 27.56 30.50
4.000 74.218 41.326 32.892 119.71 272.14
8.000 59.939 64.837 -4.898 206.97 959.22
12.000 66.750 88.758 -22.008 168.29 1732.86
16.000 73.757 97.201 -23.444 67.80 2198.18
20.000 124.979 124.670 0.309 -30.61 2242.46
24.000 112.037 134.199 -22.162 -73.57 2100.57
28.000 52.894 138.821 -85.928 -397.91 1183.77
32.000 51.860 140.247 -88.387 -747.32 -1102.71
36.000 33.344 140.200 -106.856 -1152.49 -4869.62
40.000 280.341 139.564 140.776 -1561.15 -10332.16
44.000 273.015 138.746 134.269 -1013.05 -15465.74
48.000 272.915 137.915 135.000 -474.51 -18441.55
52.000 272.815 137.084 135.731 66.97 -19256.85
56.000 272.715 136.253 136.463 611.37 -17899.98
60.000 272.616 135.422 137.194 1158.69 -14360.51
64.000 272.516 134.591 137.925 1708.94 -8626.04
68.000 24.010 133.760 -109.749 1287.62 -2596.40
72.000 23.911 132.929 -109.018 850.10 1678.81
76.000 23.811 132.097 -108.286 415.50 4209.54
80.000 23.710 131.244 -107.535 -16.16 5007.94
84.000 31.063 129.958 -98.895 -397.06 4195.59
88.000 281.766 127.617 154.149 -769.64 1845.09
92.000 264.143 123.011 141.133 -168.76 -7.47
96.000 262.933 115.096 147.837 408.18 462.98
100.000 41.027 103.737 -62.710 152.89 1584.64
104.000 44.362 88.690 -44.327 -55.88 1744.00
108.000 85.229 70.861 14.368 -169.46 1207.46
112.000 53.249 50.720 2.530 -102.31 681.65
116.000 58.036 29.675 28.361 -95.44 208.87
120.000 20.577 8.384 12.193 -14.48 10.45
5.50
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Heavy cargo 18 t/m2 departure
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 22.152 2.56 867 2250.274 - 20.05 11224
23.400 -58.460 3.47 1684 2140.816 - 14.47 14796
33.200 -852.894 50.65 1684 - 2062.450 8.79 23469
45.800 -771.070 43.94 1755 - 17071.902 64.85 26327
51.400 -14.440 0.82 1755 - 19272.953 73.21 26327
57.000 747.922 42.62 1755 - 17220.913 65.41 26327
62.600 1516.019 86.38 1755 - 10883.675 41.34 26327
68.200 1265.674 72.12 1755 - 2340.465 8.89 26327
73.800 654.165 37.27 1755 3033.117 - 13.60 22300
85.000 -495.265 28.22 1755 3749.222 - 23.40 16020
96.200 396.349 22.58 1755 543.592 - 4.63 11735
107.400 -178.008 9.74 1827 1311.636 - 19.77 6633
Loading condition complies with the stated criteria. (sea condition)
5.51
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Heavy cargo 18 t/m2 departure
Length (m)
0.0 50.0 100.00.0
0.0
200.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.52
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Heavy cargo 18 t/m2 departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.53
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Heavy cargo 18 t/m2 arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
01 Forepeak 193.038 114.600 116.953 121.660
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
06 WT PS 114.611 101.800 104.289 107.400
08 WT PS 112.571 96.200 98.857 101.800
28 WT PS 150.592 23.400 28.325 33.200
29 WT SB 135.633 23.400 27.872 33.200
30 AP PS 0.000 7.801 8.200 8.400
5.54
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Heavy cargo 18 t/m2 arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
31 AP SB 0.000 7.801 8.200 8.400
tanktop load 18 t/m2 6000.000 39.923 52.000 64.077
tanktop load 18 t/m2 2000.000 87.974 92.000 96.026
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
5.55
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Heavy cargo 18 t/m2 arrival
Draft mean (Lpp/2) 7.498 m
Trim -0.497 m
Maximum shearforce 1732.074 ton
Location where maximum shearforce occurs 64.077 m
Maximum moment -20553.605 tonm
Location where maximum moment occurs 51.551 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 19.268 25.706 48.58 53.89
4.000 64.788 31.592 33.196 165.75 443.22
8.000 58.771 55.487 3.283 239.48 1292.66
12.000 69.239 79.946 -10.707 275.71 2354.28
16.000 67.692 88.929 -21.237 195.55 3301.02
20.000 53.005 116.937 -63.932 -11.90 3725.89
24.000 112.037 127.005 -14.968 -241.17 3177.39
28.000 52.894 132.165 -79.272 -537.81 1646.29
32.000 51.860 134.131 -82.270 -861.68 -1147.99
36.000 33.344 134.623 -101.279 -1243.46 -5324.89
40.000 280.341 134.526 145.815 -1630.89 -11108.14
44.000 273.015 134.247 138.768 -1063.71 -16481.79
48.000 272.915 133.955 138.960 -508.25 -19625.71
52.000 272.815 133.663 139.153 47.99 -20545.76
56.000 272.715 133.370 139.345 604.99 -19238.86
60.000 272.616 133.078 139.537 1162.77 -15703.28
64.000 272.516 132.786 139.730 1721.31 -9935.20
68.000 24.010 132.494 -108.484 1306.13 -3843.07
72.000 23.911 132.202 -108.292 872.59 514.87
76.000 23.811 131.910 -108.099 439.82 3139.95
80.000 23.710 131.596 -107.886 7.83 4035.69
84.000 31.063 130.849 -99.786 -358.01 3358.92
88.000 281.766 129.047 152.719 -735.23 1156.05
92.000 264.143 124.972 139.171 -141.14 -571.73
96.000 262.933 117.547 145.387 426.95 -7.85
100.000 47.349 106.541 -59.193 187.09 1218.89
104.000 44.362 91.605 -47.243 -22.27 1526.15
108.000 85.229 73.585 11.644 -147.53 1100.32
112.000 53.249 52.960 0.289 -90.41 641.54
116.000 58.036 31.151 26.885 -91.06 200.31
120.000 20.577 8.854 11.723 -14.05 10.18
5.56
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Heavy cargo 18 t/m2 arrival
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 160.777 18.54 867 3499.363 - 31.18 11224
23.400 -230.401 13.68 1684 3319.486 - 22.44 14796
33.200 -960.007 57.01 1684 - 2240.632 9.55 23469
45.800 -813.850 46.37 1755 - 18172.012 69.02 26327
51.400 -35.495 2.02 1755 - 20549.853 78.06 26327
57.000 744.366 42.41 1755 - 18564.772 70.52 26327
62.600 1525.736 86.94 1755 - 12208.328 46.37 26327
68.200 1284.438 73.19 1755 - 3583.412 13.61 26327
73.800 677.750 38.62 1755 1910.709 - 8.57 22300
85.000 -457.172 26.05 1755 2951.132 - 18.42 16020
96.200 414.626 23.63 1755 76.472 - 0.65 11735
107.400 -154.435 8.45 1827 1190.847 - 17.95 6633
Loading condition complies with the stated criteria. (sea condition)
5.57
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Heavy cargo 18 t/m2 arrival
Length (m)
0.0 50.0 100.00.0
0.0
200.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.58
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Heavy cargo 18 t/m2 arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.59
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Steel coils departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
steel coils fr.154 200.000 104.300 105.300 106.300
steel coils fr.150 200.000 101.500 102.500 103.500
steel coils fr.146 200.000 98.700 99.700 100.700
steel coils fr.142 200.000 95.900 96.900 97.900
steel coils fr.138 320.000 93.100 94.100 95.100
steel coils fr.134 320.000 90.300 91.300 92.300
steel coils fr.130 320.000 87.500 88.500 89.500
steel coils fr.126 320.000 84.700 85.700 86.700
5.60
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:55
Condition : Steel coils departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
steel coils fr.114 320.000 76.300 77.300 78.300
steel coils fr.110 320.000 73.500 74.500 75.500
steel coils fr.106 320.000 70.700 71.700 72.700
steel coils fr.102 320.000 67.900 68.900 69.900
steel coils fr.98 320.000 65.100 66.100 67.100
steel coils fr.94 320.000 62.300 63.300 64.300
steel coils fr.90 320.000 59.500 60.500 61.500
steel coils fr.86 320.000 56.700 57.700 58.700
steel coils fr.82 320.000 53.900 54.900 55.900
steel coils fr.78 320.000 51.100 52.100 53.100
steel coils fr.74 320.000 48.300 49.300 50.300
steel coils fr.70 320.000 45.500 46.500 47.500
steel coils fr.66 320.000 42.700 43.700 44.700
steel coils fr.62 320.000 39.900 40.900 41.900
steel coils fr.58 320.000 37.100 38.100 39.100
steel coils fr.54 320.000 34.300 35.300 36.300
steel coils fr.50 320.000 31.500 32.500 33.500
steel coils fr.46 320.000 28.700 29.700 30.700
steel coils fr.42 320.000 25.900 26.900 27.900
01 Forepeak 193.038 114.600 116.953 121.660
06 WT PS 114.611 101.800 104.289 107.400
07 WT SB 114.611 101.800 104.289 107.400
08 WT PS 137.196 96.200 98.866 101.800
28 WT PS 0.000 23.400 28.714 33.200
29 WT SB 0.000 23.400 28.227 33.200
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
St.2:6A+6B+D on deck #18-28 246.400 10.908 13.965 17.023
5.61
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:56
Condition : Steel coils departure
Draft mean (Lpp/2) 7.577 m
Trim -0.774 m
Maximum shearforce -443.827 ton
Location where maximum shearforce occurs 84.700 m
Maximum moment 6917.530 tonm
Location where maximum moment occurs 80.107 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 22.764 22.210 41.01 45.49
4.000 74.218 35.241 38.977 157.64 389.84
8.000 59.939 59.056 0.883 268.69 1276.58
12.000 92.879 83.353 9.526 288.46 2364.13
16.000 99.860 92.172 7.688 313.31 3561.31
20.000 102.756 120.017 -17.261 205.04 4653.69
24.000 21.796 129.922 -108.126 58.47 5305.34
28.000 23.479 134.920 -111.440 -61.99 5015.56
32.000 185.213 136.722 48.491 -108.67 4631.82
36.000 193.344 137.051 56.293 -19.97 4350.00
40.000 191.934 136.791 55.144 -51.91 4234.55
44.000 184.608 136.349 48.260 24.90 4233.76
48.000 24.509 135.894 -111.385 10.66 4329.50
52.000 184.409 135.438 48.971 29.85 4411.81
56.000 24.309 134.983 -110.674 82.45 4603.11
60.000 184.210 134.528 49.681 40.48 4805.82
64.000 184.109 134.073 50.036 111.93 5097.75
68.000 184.010 133.618 50.392 56.80 5461.09
72.000 183.911 133.163 50.748 131.09 5875.13
76.000 23.811 132.708 -108.897 126.80 6415.19
80.000 23.710 132.230 -108.521 11.95 6916.86
84.000 31.063 131.320 -100.257 -373.65 6208.00
88.000 193.380 129.355 64.025 -358.88 4694.91
92.000 175.758 125.117 50.641 -247.24 3494.73
96.000 114.548 117.529 -2.981 -294.95 2439.31
100.000 151.591 106.375 45.217 -203.65 1451.24
104.000 66.290 91.325 -25.035 -80.60 837.17
108.000 28.008 73.250 -45.241 21.89 857.82
112.000 53.249 52.637 0.612 -92.29 648.24
116.000 58.036 30.914 27.122 -91.79 201.85
120.000 20.577 8.772 11.804 -14.13 10.26
5.62
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:56
Condition : Steel coils departure
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 307.393 35.45 867 3904.773 - 34.79 11224
23.400 120.046 6.92 1735 5251.334 - 35.49 14796
33.200 -49.557 2.94 1684 4536.439 - 20.34 22300
45.800 -16.080 0.92 1755 4267.332 - 19.14 22300
51.400 0.479 0.03 1755 4402.528 - 19.74 22300
57.000 19.824 1.13 1755 4638.169 - 20.80 22300
62.600 41.957 2.39 1755 4989.862 - 22.38 22300
68.200 66.875 3.81 1755 5473.213 - 24.54 22300
73.800 94.582 5.39 1755 6103.827 - 27.37 22300
85.000 -425.263 24.23 1755 5791.533 - 36.15 16020
96.200 -293.728 16.35 1796 2380.363 - 20.28 11735
107.400 49.079 2.80 1755 836.468 - 12.61 6633
Loading condition complies with the stated criteria. (sea condition)
5.63
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:56
Condition : Steel coils departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.64
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:56
Condition : Steel coils departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.65
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:56
Condition : Steel coils arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
steel coils fr.154 200.000 104.300 105.300 106.300
steel coils fr.150 200.000 101.500 102.500 103.500
steel coils fr.146 200.000 98.700 99.700 100.700
steel coils fr.142 200.000 95.900 96.900 97.900
steel coils fr.138 320.000 93.100 94.100 95.100
steel coils fr.134 320.000 90.300 91.300 92.300
steel coils fr.130 320.000 87.500 88.500 89.500
steel coils fr.126 320.000 84.700 85.700 86.700
5.66
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:56
Condition : Steel coils arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
steel coils fr.114 320.000 76.300 77.300 78.300
steel coils fr.110 320.000 73.500 74.500 75.500
steel coils fr.106 320.000 70.700 71.700 72.700
steel coils fr.102 320.000 67.900 68.900 69.900
steel coils fr.98 320.000 65.100 66.100 67.100
steel coils fr.94 320.000 62.300 63.300 64.300
steel coils fr.90 320.000 59.500 60.500 61.500
steel coils fr.86 320.000 56.700 57.700 58.700
steel coils fr.82 320.000 53.900 54.900 55.900
steel coils fr.78 320.000 51.100 52.100 53.100
steel coils fr.74 320.000 48.300 49.300 50.300
steel coils fr.70 320.000 45.500 46.500 47.500
steel coils fr.66 320.000 42.700 43.700 44.700
steel coils fr.62 320.000 39.900 40.900 41.900
steel coils fr.58 320.000 37.100 38.100 39.100
steel coils fr.54 320.000 34.300 35.300 36.300
steel coils fr.50 320.000 31.500 32.500 33.500
steel coils fr.46 320.000 28.700 29.700 30.700
steel coils fr.42 320.000 25.900 26.900 27.900
01 Forepeak 193.038 114.600 116.953 121.660
06 WT PS 114.611 101.800 104.289 107.400
07 WT SB 114.611 101.800 104.289 107.400
08 WT PS 137.196 96.200 98.866 101.800
28 WT PS 150.592 23.400 28.325 33.200
29 WT SB 113.932 23.400 27.889 33.200
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
St.2:6A+6B+D on deck #18-28 246.400 10.908 13.965 17.023
5.67
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:56
Condition : Steel coils arrival
Draft mean (Lpp/2) 7.541 m
Trim -0.339 m
Maximum shearforce -397.158 ton
Location where maximum shearforce occurs 84.700 m
Maximum moment 5936.933 tonm
Location where maximum moment occurs 80.314 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 18.703 26.271 49.82 55.17
4.000 64.788 31.058 33.730 169.21 453.75
8.000 58.771 55.030 3.740 244.94 1320.96
12.000 95.368 79.581 15.787 318.89 2429.44
16.000 93.795 88.656 5.138 344.46 3760.33
20.000 30.781 116.757 -85.976 108.70 4809.54
24.000 51.146 126.918 -75.772 -223.80 4564.58
28.000 50.636 132.171 -81.535 -219.74 3397.86
32.000 210.177 134.229 75.948 -151.70 2615.71
36.000 193.344 134.814 58.530 -23.98 2281.32
40.000 191.934 134.809 57.125 -47.48 2166.91
44.000 184.608 134.623 49.986 36.74 2198.87
48.000 24.509 134.423 -109.915 28.90 2354.96
52.000 184.409 134.224 50.185 53.45 2521.15
56.000 24.309 134.025 -109.715 110.40 2815.76
60.000 184.210 133.825 50.385 71.74 3137.11
64.000 184.109 133.626 50.483 145.49 3558.94
68.000 184.010 133.426 50.584 91.64 4059.34
72.000 183.911 133.227 50.684 166.18 4613.51
76.000 23.811 133.028 -109.217 161.13 5292.67
80.000 23.710 132.806 -109.096 44.48 5928.32
84.000 31.063 132.151 -101.089 -326.38 5388.09
88.000 193.380 130.442 62.939 -315.46 4056.65
92.000 175.758 126.455 49.303 -208.67 3020.73
96.000 114.548 119.093 -4.545 -262.19 2108.20
100.000 151.591 108.085 43.506 -177.48 1238.12
104.000 66.290 93.046 -26.756 -61.34 714.85
108.000 28.008 74.816 -46.808 34.22 798.31
112.000 53.249 53.901 -0.652 -85.66 626.19
116.000 58.036 31.733 26.303 -89.38 197.22
120.000 20.577 9.029 11.548 -13.89 10.13
5.68
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:56
Condition : Steel coils arrival
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 344.236 39.70 867 4140.907 - 36.89 11224
23.400 -181.748 10.79 1684 4685.717 - 31.67 14796
33.200 -60.082 3.57 1684 2488.091 - 11.16 22300
45.800 -1.237 0.07 1755 2256.421 - 10.12 22300
51.400 23.339 1.33 1755 2497.943 - 11.20 22300
57.000 48.696 2.77 1755 2879.200 - 12.91 22300
62.600 74.835 4.26 1755 3404.570 - 15.27 22300
68.200 101.756 5.80 1755 4078.433 - 18.29 22300
73.800 129.460 7.38 1755 4905.168 - 22.00 22300
85.000 -378.859 21.59 1755 5018.439 - 31.33 16020
96.200 -261.285 14.55 1796 2055.777 - 17.52 11735
107.400 62.359 3.55 1755 769.284 - 11.60 6633
Loading condition complies with the stated criteria. (sea condition)
5.69
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:56
Condition : Steel coils arrival
Length (m)
0.0 50.0 100.00.0
0.0
200.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.70
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:56
Condition : Steel coils arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.71
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:56
Condition : Timber cargo, departure; s.w. 0.535, s.f. 0.8/0.9
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
10 DB PS 0.000 85.000 90.106 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 85.447 85.000 90.158 96.200
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
14A DB PS 112.726 59.800 66.898 73.800
15A DB SB 0.000 59.800 66.800 73.800
16A WT PS 43.517 59.800 66.800 73.800
5.72
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:56
Condition : Timber cargo, departure; s.w. 0.535, s.f. 0.8/0.9
Description Weight AftBoun. LCG ForeBoun.
ton m m m
18 DB PS 112.726 45.800 52.898 59.800
19 DB SB 116.220 45.800 52.800 59.800
26 DB PS 55.579 23.400 29.234 33.200
27 DB SB 59.072 23.400 29.158 33.200
28 WT PS 0.000 23.400 28.714 33.200
29 WT SB 0.000 23.400 28.227 33.200
timber on hatches H1 (382m3) 227.000 82.200 94.800 107.400
timber on hatches H2 (640m3) 380.000 17.100 48.950 80.800
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
R <-> BHD.fr.119 5915.119 24.160 52.480 80.800
BHD.fr.121 <-> A(n) 2119.065 82.200 92.996 106.685
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
5.73
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:57
Condition : Timber cargo, departure; s.w. 0.535, s.f. 0.8/0.9
Draft mean (Lpp/2) 7.928 m
Trim -1.369 m
Maximum shearforce 263.665 ton
Location where maximum shearforce occurs 106.685 m
Maximum moment -6587.882 tonm
Location where maximum moment occurs 74.727 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 33.699 11.275 16.92 18.60
4.000 74.218 46.392 27.826 89.15 178.07
8.000 59.939 69.950 -10.011 156.02 702.14
12.000 66.750 93.897 -27.147 96.84 1230.98
16.000 73.757 102.366 -28.609 -24.25 1369.28
20.000 130.944 129.861 1.083 -126.07 1028.98
24.000 91.893 139.417 -47.524 -182.01 506.37
28.000 145.185 144.065 1.120 -190.82 -255.58
32.000 152.153 145.518 6.635 -176.08 -995.89
36.000 143.743 145.497 -1.754 -171.49 -1674.15
40.000 142.333 144.887 -2.554 -178.91 -2372.76
44.000 135.007 144.095 -9.088 -204.19 -3124.97
48.000 151.030 143.290 7.740 -203.76 -3972.95
52.000 151.123 142.486 8.637 -171.00 -4723.05
56.000 151.216 141.681 9.535 -134.64 -5334.92
60.000 145.442 140.876 4.566 -95.86 -5794.42
64.000 145.535 140.071 5.463 -75.79 -6138.49
68.000 145.627 139.266 6.361 -52.13 -6395.09
72.000 145.720 138.462 7.259 -24.88 -6549.96
76.000 150.354 137.657 12.697 16.03 -6577.57
80.000 150.313 136.830 13.483 68.38 -6409.58
84.000 169.053 135.569 33.484 41.51 -6278.91
88.000 161.206 133.255 27.951 173.78 -5839.47
92.000 131.500 128.655 2.845 245.69 -4960.08
96.000 118.206 120.661 -2.455 245.42 -3970.81
100.000 109.972 109.006 0.966 256.70 -2960.45
104.000 94.033 93.366 0.668 258.78 -1929.17
108.000 28.008 74.674 -46.666 223.03 -903.05
112.000 53.249 53.506 -0.256 104.31 -318.07
116.000 14.197 31.327 -17.130 33.36 -34.18
120.000 7.717 8.863 -1.146 -3.37 4.35
5.74
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:57
Condition : Timber cargo, departure; s.w. 0.535, s.f. 0.8/0.9
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 -75.583 9.14 827 1316.969 - 11.73 11224
23.400 -151.328 8.99 1684 607.121 - 4.10 14796
33.200 -166.201 9.87 1684 - 1201.697 5.12 23469
45.800 -220.253 12.55 1755 - 3506.703 13.32 26327
51.400 -176.140 10.04 1755 - 4619.009 17.54 26327
57.000 -124.988 7.12 1755 - 5464.671 20.76 26327
62.600 -83.226 4.74 1755 - 6027.277 22.89 26327
68.200 -50.854 2.90 1755 - 6405.405 24.33 26327
73.800 -11.444 0.65 1755 - 6582.644 25.00 26327
85.000 74.434 4.24 1755 - 6220.986 25.40 24490
96.200 246.690 14.06 1755 - 3921.676 21.35 18367
107.400 251.105 14.31 1755 - 1045.326 9.31 11224
Loading condition complies with the stated criteria. (sea condition)
5.75
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:57
Condition : Timber cargo, departure; s.w. 0.535, s.f. 0.8/0.9
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.76
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:57
Condition : Timber cargo, departure; s.w. 0.535, s.f. 0.8/0.9
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.77
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:57
Condition : Timber cargo, arrival; s.w. 0.535, s.f. 0.8/0.9
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
10 DB PS 0.000 85.000 90.106 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 85.447 85.000 90.158 96.200
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
14A DB PS 112.726 59.800 66.898 73.800
15A DB SB 0.000 59.800 66.800 73.800
16A WT PS 43.517 59.800 66.800 73.800
17A WT SB 0.000 59.800 66.800 73.800
5.78
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:57
Condition : Timber cargo, arrival; s.w. 0.535, s.f. 0.8/0.9
Description Weight AftBoun. LCG ForeBoun.
ton m m m
18 DB PS 112.726 45.800 52.898 59.800
19 DB SB 116.220 45.800 52.800 59.800
26 DB PS 55.579 23.400 29.234 33.200
27 DB SB 59.072 23.400 29.158 33.200
28 WT PS 97.885 23.400 28.339 33.200
29 WT SB 67.816 23.400 27.924 33.200
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
R <-> BHD.fr.119 5915.119 24.160 52.480 80.800
BHD.fr.121 <-> A(n) 2119.065 82.200 92.996 106.685
timber on hatches H1 (382m3) 227.000 82.200 94.800 107.400
timber on hatches H2 (640m3) 380.000 17.100 48.950 80.800
water absorbtion H1 22.700 82.200 94.800 107.400
water absorbtion H2 38.000 17.100 48.950 80.800
5.79
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:57
Condition : Timber cargo, arrival; s.w. 0.535, s.f. 0.8/0.9
Draft mean (Lpp/2) 7.882 m
Trim -0.747 m
Maximum shearforce -431.763 ton
Location where maximum shearforce occurs 24.160 m
Maximum moment -7972.588 tonm
Location where maximum moment occurs 70.796 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 27.593 17.381 27.76 29.86
4.000 64.788 40.396 24.392 110.44 267.80
8.000 58.771 64.293 -5.522 148.85 825.62
12.000 69.239 88.605 -19.366 150.15 1454.91
16.000 67.692 97.440 -29.749 35.65 1830.76
20.000 59.567 125.302 -65.735 -186.51 1576.15
24.000 110.587 135.222 -24.635 -427.82 313.78
28.000 162.773 140.236 22.537 -348.01 -1251.94
32.000 168.635 142.054 26.581 -250.55 -2453.33
36.000 144.339 142.399 1.941 -211.58 -3333.64
40.000 142.930 142.155 0.775 -204.96 -4163.80
44.000 135.604 141.728 -6.124 -217.65 -4994.29
48.000 151.627 141.289 10.337 -206.10 -5873.15
52.000 151.719 140.850 10.869 -163.67 -6612.57
56.000 151.812 140.411 11.402 -119.12 -7178.03
60.000 146.038 139.972 6.067 -73.61 -7561.26
64.000 146.131 139.532 6.599 -48.26 -7805.05
68.000 146.224 139.093 7.131 -20.79 -7943.20
72.000 146.317 138.654 7.663 8.81 -7967.31
76.000 150.950 138.215 12.735 50.61 -7857.68
80.000 150.909 137.753 13.156 102.37 -7551.83
84.000 169.954 136.858 33.096 90.73 -7246.27
88.000 162.107 134.909 27.197 220.72 -6613.83
92.000 132.401 130.669 1.732 288.89 -5553.49
96.000 119.107 123.000 -3.893 283.49 -4401.04
100.000 110.873 111.553 -0.680 288.55 -3250.35
104.000 94.934 95.918 -0.984 283.96 -2104.80
108.000 28.008 76.988 -48.980 241.17 -991.34
112.000 53.249 55.366 -2.117 114.03 -351.04
116.000 14.197 32.530 -18.333 36.89 -41.31
120.000 7.717 9.238 -1.521 -3.03 4.06
5.80
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:57
Condition : Timber cargo, arrival; s.w. 0.535, s.f. 0.8/0.9
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 -8.460 1.02 827 1848.142 - 16.47 11224
23.400 -410.933 24.40 1684 566.052 - 3.83 14796
33.200 -217.000 12.89 1684 - 2734.276 11.65 23469
45.800 -228.530 13.02 1755 - 5395.447 20.49 26327
51.400 -170.175 9.70 1755 - 6512.552 24.74 26327
57.000 -107.648 6.13 1755 - 7291.291 27.70 26327
62.600 -57.377 3.27 1755 - 7731.305 29.37 26327
68.200 -19.362 1.10 1755 - 7947.222 30.19 26327
73.800 22.824 1.30 1755 - 7938.681 30.15 26327
85.000 123.218 7.02 1755 - 7139.287 29.15 24490
96.200 284.474 16.21 1755 - 4344.307 23.65 18367
107.400 270.644 15.42 1755 - 1144.945 10.20 11224
Loading condition complies with the stated criteria. (sea condition)
5.81
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:57
Condition : Timber cargo, arrival; s.w. 0.535, s.f. 0.8/0.9
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.82
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:57
Condition : Timber cargo, arrival; s.w. 0.535, s.f. 0.8/0.9
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.83
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:57
Condition : Iron ore 3.5 t/m3, no TD, departure2
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
20 WT PS 141.430 45.800 52.800 59.800
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ C(n) 23.200 96.230 96.565 96.900
BHD.fr.121 <-> C(n) 1839.718 82.200 89.215 96.230
C(n) <-> BHD.fr.157 826.106 96.900 102.150 107.400
R <-> BHD.fr.119 6823.606 24.160 52.480 80.800
5.84
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:58
Condition : Iron ore 3.5 t/m3, no TD, departure2
Draft mean (Lpp/2) 7.926 m
Trim -0.772 m
Maximum shearforce -328.465 ton
Location where maximum shearforce occurs 24.160 m
Maximum moment -6672.926 tonm
Location where maximum moment occurs 63.300 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 28.558 16.416 28.42 31.72
4.000 74.218 41.395 32.823 121.02 278.50
8.000 59.939 65.284 -5.345 207.25 969.58
12.000 52.572 89.582 -37.010 158.09 1737.85
16.000 59.579 98.403 -38.824 -3.16 2041.65
20.000 102.756 126.249 -23.493 -177.56 1674.86
24.000 79.856 136.155 -56.299 -319.44 754.31
28.000 143.953 141.154 2.798 -312.93 -523.82
32.000 145.686 142.958 2.728 -302.66 -1753.72
36.000 153.817 143.288 10.529 -269.01 -2908.23
40.000 152.408 143.029 9.379 -228.00 -3899.24
44.000 145.082 142.588 2.494 -206.25 -4752.88
48.000 155.084 142.134 12.950 -173.33 -5531.49
52.000 154.984 141.680 13.304 -120.80 -6119.27
56.000 154.885 141.226 13.659 -66.86 -6494.13
60.000 144.683 140.772 3.911 -13.53 -6650.77
64.000 144.583 140.318 4.265 2.84 -6671.85
68.000 144.484 139.864 4.619 20.62 -6624.65
72.000 144.384 139.411 4.973 39.82 -6503.58
76.000 144.284 138.957 5.328 60.43 -6302.93
80.000 144.183 138.481 5.702 82.48 -6017.05
84.000 162.190 137.571 24.619 4.29 -5934.20
88.000 164.508 135.607 28.900 118.56 -5692.43
92.000 146.885 131.350 15.535 217.73 -4994.74
96.000 145.675 123.656 22.019 291.77 -3983.97
100.000 107.025 112.160 -5.135 239.01 -2953.40
104.000 101.111 96.443 4.668 236.81 -2014.58
108.000 28.008 77.404 -49.396 244.00 -1004.52
112.000 53.249 55.662 -2.413 115.44 -355.79
116.000 14.197 32.700 -18.504 37.37 -42.36
120.000 7.717 9.285 -1.568 -2.99 3.99
5.85
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:58
Condition : Iron ore 3.5 t/m3, no TD, departure2
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 -57.137 6.91 827 2009.068 - 17.90 11224
23.400 -283.741 16.85 1684 935.961 - 6.33 14796
33.200 -298.459 17.72 1684 - 2114.493 9.01 23469
45.800 -201.609 11.49 1755 - 5119.549 19.45 26327
51.400 -128.773 7.34 1755 - 6044.557 22.96 26327
57.000 -53.158 3.03 1755 - 6554.006 24.89 26327
62.600 -3.053 0.17 1755 - 6671.946 25.34 26327
68.200 21.544 1.23 1755 - 6620.425 25.15 26327
73.800 48.918 2.79 1755 - 6423.490 24.40 26327
85.000 29.552 1.68 1755 - 5917.448 24.16 24490
96.200 297.986 16.98 1755 - 3925.148 21.37 18367
107.400 273.732 15.60 1755 - 1159.920 10.33 11224
Loading condition complies with the stated criteria. (sea condition)
5.86
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:58
Condition : Iron ore 3.5 t/m3, no TD, departure2
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.87
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:58
Condition : Iron ore 3.5 t/m3, no TD, departure2
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.88
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:58
Condition : Iron ore 3.5 t/m3, no TD, arrival2
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
20 WT PS 174.067 45.800 52.800 59.800
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ C(n) 23.200 96.230 96.565 96.900
BHD.fr.121 <-> C(n) 1839.718 82.200 89.215 96.230
C(n) <-> BHD.fr.157 826.106 96.900 102.150 107.400
R <-> BHD.fr.119 6823.606 24.160 52.480 80.800
5.89
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:58
Condition : Iron ore 3.5 t/m3, no TD, arrival2
Draft mean (Lpp/2) 7.794 m
Trim 0.049 m
Maximum shearforce -509.694 ton
Location where maximum shearforce occurs 24.160 m
Maximum moment -8647.724 tonm
Location where maximum moment occurs 59.622 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 19.640 25.334 47.96 53.25
4.000 64.788 32.315 32.474 162.94 436.14
8.000 58.771 56.549 2.221 233.10 1267.62
12.000 55.061 81.329 -26.269 256.49 2292.08
16.000 53.514 90.633 -37.119 113.44 3036.56
20.000 30.781 118.962 -88.181 -171.89 3001.66
24.000 79.856 129.351 -49.495 -501.76 1618.54
28.000 143.953 134.832 9.120 -469.00 -336.04
32.000 145.686 137.118 8.568 -434.40 -2141.23
36.000 153.817 137.931 15.886 -378.37 -3777.66
40.000 152.408 138.155 14.253 -316.90 -5164.84
44.000 145.082 138.197 6.885 -276.62 -6336.64
48.000 157.415 138.226 19.190 -221.97 -7357.55
52.000 157.316 138.254 19.061 -145.46 -8091.56
56.000 157.216 138.283 18.933 -69.46 -8520.53
60.000 144.683 138.312 6.371 3.54 -8646.97
64.000 144.583 138.341 6.243 28.78 -8581.63
68.000 144.484 138.370 6.114 53.50 -8416.37
72.000 144.384 138.398 5.986 77.71 -8153.33
76.000 144.284 138.427 5.857 101.41 -7794.51
80.000 144.183 138.434 5.749 124.61 -7341.98
84.000 162.190 138.007 24.183 63.18 -7047.88
88.000 164.508 136.526 27.982 174.74 -6575.52
92.000 146.885 132.747 14.138 269.28 -5661.92
96.000 145.675 125.505 20.170 336.80 -4457.59
100.000 107.025 114.358 -7.334 275.89 -3262.88
104.000 101.111 98.788 2.324 264.53 -2194.84
108.000 28.008 79.630 -51.621 262.19 -1093.40
112.000 53.249 57.518 -4.268 125.38 -389.05
116.000 14.197 33.936 -19.739 41.04 -49.36
120.000 7.717 9.678 -1.961 -2.63 3.81
5.90
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:58
Condition : Iron ore 3.5 t/m3, no TD, arrival2
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 69.800 8.05 867 3137.592 - 27.95 11224
23.400 -470.162 27.92 1684 1910.842 - 12.91 14796
33.200 -423.286 25.14 1684 - 2656.059 11.32 23469
45.800 -264.272 15.06 1755 - 6823.134 25.92 26327
51.400 -156.902 8.94 1755 - 8000.989 30.39 26327
57.000 -50.539 2.88 1755 - 8580.476 32.59 26327
62.600 20.004 1.14 1755 - 8615.974 32.73 26327
68.200 54.726 3.12 1755 - 8405.558 31.93 26327
73.800 88.441 5.04 1755 - 8003.604 30.40 26327
85.000 87.948 5.01 1755 - 6972.521 28.47 24490
96.200 342.645 19.52 1755 - 4389.793 23.90 18367
107.400 293.262 16.71 1755 - 1260.083 11.23 11224
Loading condition complies with the stated criteria. (sea condition)
5.91
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:58
Condition : Iron ore 3.5 t/m3, no TD, arrival2
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.92
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:58
Condition : Iron ore 3.5 t/m3, no TD, arrival2
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.93
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:58
Condition : Containers, 14 ton/teu departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
01 Forepeak 193.038 114.600 116.953 121.660
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
06 WT PS 91.688 101.800 104.267 107.400
07 WT SB 91.688 101.800 104.267 107.400
08 WT PS 140.714 96.200 98.867 101.800
5.94
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:58
Condition : Containers, 14 ton/teu departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
09 WT SB 140.714 96.200 98.867 101.800
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 158.236 85.000 90.329 96.200
13 WT SB 158.236 85.000 90.329 96.200
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
16 WT PS 130.440 73.800 79.395 85.000
17 WT SB 130.440 73.800 79.395 85.000
14A DB PS 112.726 59.800 66.898 73.800
15A DB SB 116.220 59.800 66.800 73.800
16A WT PS 163.188 59.800 66.800 73.800
17A WT SB 163.188 59.800 66.800 73.800
18 DB PS 112.726 45.800 52.898 59.800
19 DB SB 116.220 45.800 52.800 59.800
20 WT PS 163.188 45.800 52.800 59.800
21 WT SB 163.188 45.800 52.800 59.800
22 DB PS 100.424 33.200 39.639 45.800
23 DB SB 103.917 33.200 39.529 45.800
24 WT PS 0.000 33.200 39.526 45.800
25 WT SB 0.000 33.200 39.526 45.800
26 DB PS 55.579 23.400 29.234 33.200
27 DB SB 59.072 23.400 29.158 33.200
28 WT PS 112.944 23.400 28.334 33.200
29 WT SB 101.725 23.400 27.902 33.200
30 AP PS 0.000 7.801 8.200 8.400
31 AP SB 0.000 7.801 8.200 8.400
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
Bay : 1, 20 feet, hold 168.000 101.195 104.224 107.253
Bay : 1, 20 feet, hatch 70.000 101.195 104.224 107.253
Bay : 3, 20 feet, hold 168.000 95.062 98.091 101.120
Bay : 3, 20 feet, hatch 70.000 95.062 98.091 101.120
Bay : 5, 20 feet, hold 280.000 88.454 91.483 94.512
Bay : 5, 20 feet, hatch 84.000 88.454 91.483 94.512
Bay : 7, 20 feet, hold 280.000 82.320 85.349 88.378
Bay : 7, 20 feet, hatch 98.000 82.320 85.349 88.378
Bay : 9, 20 feet, hold 280.000 74.452 77.481 80.510
Bay : 9, 20 feet, hatch 98.000 74.452 77.481 80.510
Bay : 11, 20 feet, hold 280.000 68.320 71.349 74.378
Bay : 11, 20 feet, hatch 98.000 68.320 71.349 74.378
Bay : 13, 20 feet, hold 280.000 61.710 64.739 67.768
Bay : 13, 20 feet, hatch 98.000 61.710 64.739 67.768
Bay : 15, 20 feet, hold 280.000 55.578 58.607 61.636
Bay : 15, 20 feet, hatch 98.000 55.578 58.607 61.636
5.95
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:58
Condition : Containers, 14 ton/teu departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Bay : 17, 20 feet, hold 280.000 48.968 51.997 55.026
Bay : 17, 20 feet, hatch 112.000 48.968 51.997 55.026
Bay : 19, 20 feet, hold 280.000 42.836 45.865 48.894
Bay : 19, 20 feet, hatch 126.000 42.836 45.865 48.894
Bay : 21, 20 feet, hold 280.000 36.226 39.255 42.284
Bay : 21, 20 feet, hatch 126.000 36.226 39.255 42.284
Bay : 23, 20 feet, hold 280.000 30.094 33.123 36.152
Bay : 23, 20 feet, hatch 126.000 30.094 33.123 36.152
Bay : 25, 20 feet, hold 280.000 23.486 26.515 29.544
Bay : 25, 20 feet, hatch 126.000 23.486 26.515 29.544
Bay : 27, 20 feet, hatch 126.000 17.354 20.383 23.412
5.96
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:59
Condition : Containers, 14 ton/teu departure
Draft mean (Lpp/2) 7.404 m
Trim -0.320 m
Maximum shearforce 382.298 ton
Location where maximum shearforce occurs 22.700 m
Maximum moment 11742.638 tonm
Location where maximum moment occurs 48.654 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 16.441 28.533 54.57 60.47
4.000 74.218 28.535 45.683 197.50 511.18
8.000 59.939 52.435 7.504 335.31 1610.99
12.000 66.750 76.993 -10.242 344.97 2995.49
16.000 73.757 86.079 -12.322 290.26 4259.91
20.000 145.778 114.191 31.587 290.08 5354.19
24.000 118.802 124.363 -5.561 361.97 6740.63
28.000 123.850 129.628 -5.778 337.96 8141.67
32.000 128.948 131.697 -2.749 283.27 9374.28
36.000 116.223 132.293 -16.070 236.28 10438.07
40.000 115.222 132.300 -17.078 166.21 11236.59
44.000 108.304 132.125 -23.821 45.43 11694.82
48.000 130.962 131.936 -0.974 0.45 11742.43
52.000 128.744 131.748 -3.004 -14.84 11712.04
56.000 126.526 131.560 -5.034 -62.98 11604.89
60.000 125.945 131.372 -5.427 -82.68 11314.06
64.000 126.038 131.184 -5.146 -108.43 10930.53
68.000 63.734 130.996 -67.262 -142.92 10454.88
72.000 126.224 130.808 -4.584 -181.77 9769.20
76.000 125.680 130.620 -4.940 -205.45 8997.93
80.000 125.597 130.409 -4.812 -224.97 8137.32
84.000 132.968 129.766 3.202 -309.17 7017.86
88.000 140.805 128.068 12.737 -259.75 5867.96
92.000 116.615 124.100 -7.486 -247.25 4879.34
96.000 90.349 116.792 -26.444 -327.09 3784.16
100.000 124.525 105.927 18.598 -247.65 2628.47
104.000 103.872 91.147 12.725 -185.66 1766.67
108.000 85.229 73.281 11.948 -149.11 1106.47
112.000 53.249 52.789 0.460 -91.05 643.39
116.000 58.036 31.079 26.957 -91.22 200.65
120.000 20.577 8.842 11.735 -14.06 10.21
5.97
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:59
Condition : Containers, 14 ton/teu departure
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 256.750 29.61 867 4563.382 - 40.66 11224
23.400 367.652 21.19 1735 6522.450 - 44.08 14796
33.200 281.444 16.13 1745 9712.825 - 43.56 22300
45.800 2.754 0.16 1755 11738.581 - 52.64 22300
51.400 -13.030 0.74 1755 11720.307 - 52.56 22300
57.000 -67.976 3.87 1755 11539.585 - 51.75 22300
62.600 -101.161 5.76 1755 11077.072 - 49.67 22300
68.200 -156.369 8.91 1755 10425.340 - 46.75 22300
73.800 -189.905 10.82 1755 9434.867 - 42.31 22300
85.000 -305.352 17.40 1755 6710.398 - 41.89 16020
96.200 -330.584 18.41 1796 3718.405 - 31.69 11735
107.400 -156.200 8.55 1827 1198.004 - 18.06 6633
Loading condition complies with the stated criteria. (sea condition)
5.98
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:59
Condition : Containers, 14 ton/teu departure
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Weightloading 1 cm = 25.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.99
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:59
Condition : Containers, 14 ton/teu departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.100
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:59
Condition : Containers, 14 ton/teu arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
01 Forepeak 193.038 114.600 116.953 121.660
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
06 WT PS 91.688 101.800 104.267 107.400
07 WT SB 91.688 101.800 104.267 107.400
08 WT PS 140.714 96.200 98.867 101.800
5.101
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:59
Condition : Containers, 14 ton/teu arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
09 WT SB 140.714 96.200 98.867 101.800
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 158.236 85.000 90.329 96.200
13 WT SB 126.588 85.000 90.270 96.200
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
16 WT PS 130.440 73.800 79.395 85.000
17 WT SB 130.440 73.800 79.395 85.000
14A DB PS 112.726 59.800 66.898 73.800
15A DB SB 116.220 59.800 66.800 73.800
16A WT PS 163.188 59.800 66.800 73.800
17A WT SB 163.188 59.800 66.800 73.800
18 DB PS 112.726 45.800 52.898 59.800
19 DB SB 116.220 45.800 52.800 59.800
20 WT PS 163.188 45.800 52.800 59.800
21 WT SB 163.188 45.800 52.800 59.800
22 DB PS 100.424 33.200 39.639 45.800
23 DB SB 103.917 33.200 39.529 45.800
24 WT PS 146.835 33.200 39.502 45.800
25 WT SB 146.835 33.200 39.502 45.800
26 DB PS 55.579 23.400 29.234 33.200
27 DB SB 59.072 23.400 29.158 33.200
28 WT PS 112.944 23.400 28.334 33.200
29 WT SB 105.794 23.400 27.897 33.200
30 AP PS 16.101 3.307 6.702 8.400
31 AP SB 16.101 3.307 6.702 8.400
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
Bay : 1, 20 feet, hold 168.000 101.195 104.224 107.253
Bay : 1, 20 feet, hatch 70.000 101.195 104.224 107.253
Bay : 3, 20 feet, hold 168.000 95.062 98.091 101.120
Bay : 3, 20 feet, hatch 70.000 95.062 98.091 101.120
Bay : 5, 20 feet, hold 280.000 88.454 91.483 94.512
Bay : 5, 20 feet, hatch 84.000 88.454 91.483 94.512
Bay : 7, 20 feet, hold 280.000 82.320 85.349 88.378
Bay : 7, 20 feet, hatch 98.000 82.320 85.349 88.378
Bay : 9, 20 feet, hold 280.000 74.452 77.481 80.510
Bay : 9, 20 feet, hatch 98.000 74.452 77.481 80.510
Bay : 11, 20 feet, hold 280.000 68.320 71.349 74.378
Bay : 11, 20 feet, hatch 98.000 68.320 71.349 74.378
Bay : 13, 20 feet, hold 280.000 61.710 64.739 67.768
Bay : 13, 20 feet, hatch 98.000 61.710 64.739 67.768
Bay : 15, 20 feet, hold 280.000 55.578 58.607 61.636
Bay : 15, 20 feet, hatch 98.000 55.578 58.607 61.636
5.102
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:59
Condition : Containers, 14 ton/teu arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Bay : 17, 20 feet, hold 280.000 48.968 51.997 55.026
Bay : 17, 20 feet, hatch 112.000 48.968 51.997 55.026
Bay : 19, 20 feet, hold 280.000 42.836 45.865 48.894
Bay : 19, 20 feet, hatch 126.000 42.836 45.865 48.894
Bay : 21, 20 feet, hold 280.000 36.226 39.255 42.284
Bay : 21, 20 feet, hatch 126.000 36.226 39.255 42.284
Bay : 23, 20 feet, hold 280.000 30.094 33.123 36.152
Bay : 23, 20 feet, hatch 126.000 30.094 33.123 36.152
Bay : 25, 20 feet, hold 280.000 23.486 26.515 29.544
Bay : 25, 20 feet, hatch 126.000 23.486 26.515 29.544
Bay : 27, 20 feet, hatch 126.000 17.354 20.383 23.412
5.103
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:59
Condition : Containers, 14 ton/teu arrival
Draft mean (Lpp/2) 7.383 m
Trim 0.108 m
Maximum shearforce 401.040 ton
Location where maximum shearforce occurs 12.000 m
Maximum moment 8364.807 tonm
Location where maximum moment occurs 58.400 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 12.992 31.982 61.63 68.09
4.000 66.511 24.769 41.742 205.95 562.12
8.000 70.421 48.754 21.667 333.67 1667.21
12.000 69.239 73.548 -4.309 401.04 3177.02
16.000 67.692 82.886 -15.194 345.76 4675.29
20.000 73.803 111.250 -37.446 216.81 5821.26
24.000 119.333 121.673 -2.340 84.11 6395.77
28.000 124.273 127.189 -2.916 72.27 6710.19
32.000 129.264 129.510 -0.246 28.30 6901.96
36.000 139.521 130.358 9.163 55.14 7055.24
40.000 138.530 130.616 7.914 85.52 7330.43
44.000 131.623 130.692 0.931 64.23 7665.34
48.000 130.962 130.756 0.207 66.45 7928.94
52.000 128.744 130.819 -2.075 55.38 8171.34
56.000 126.526 130.883 -4.356 10.46 8351.85
60.000 125.945 130.946 -5.001 -7.03 8359.51
64.000 126.038 131.010 -4.972 -31.59 8281.29
68.000 63.734 131.073 -67.339 -65.88 8113.73
72.000 126.224 131.137 -4.913 -105.55 7734.90
76.000 125.680 131.200 -5.520 -131.04 7265.23
80.000 125.597 131.241 -5.644 -153.39 6696.92
84.000 132.968 130.850 2.119 -223.87 5900.31
88.000 137.955 129.403 8.552 -187.89 5069.31
92.000 113.802 125.682 -11.880 -192.55 4334.12
96.000 87.573 118.590 -31.017 -290.34 3422.06
100.000 124.525 107.854 16.671 -218.95 2396.41
104.000 103.872 93.056 10.815 -164.68 1633.94
108.000 85.229 74.999 10.230 -135.74 1042.08
112.000 53.249 54.161 -0.912 -83.90 619.56
116.000 58.036 31.961 26.074 -88.63 195.63
120.000 20.577 9.116 11.460 -13.81 10.05
5.104
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:59
Condition : Containers, 14 ton/teu arrival
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 317.585 36.63 867 5042.501 - 44.93 11224
23.400 87.847 5.06 1735 6344.877 - 42.88 14796
33.200 29.420 1.69 1745 6936.315 - 31.10 22300
45.800 66.010 3.76 1755 7782.844 - 34.90 22300
51.400 56.627 3.23 1755 8137.640 - 36.49 22300
57.000 6.107 0.35 1755 8360.303 - 37.49 22300
62.600 -24.623 1.40 1755 8320.446 - 37.31 22300
68.200 -79.348 4.52 1755 8099.594 - 36.32 22300
73.800 -114.375 6.52 1755 7537.181 - 33.80 22300
85.000 -221.175 12.60 1755 5677.586 - 35.44 16020
96.200 -294.750 16.41 1796 3363.580 - 28.66 11735
107.400 -141.790 7.76 1827 1125.280 - 16.96 6633
Loading condition complies with the stated criteria. (sea condition)
5.105
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:59
Condition : Containers, 14 ton/teu arrival
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Weightloading 1 cm = 25.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.106
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:52:59
Condition : Containers, 14 ton/teu arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.107
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:00
Condition : Containers, 2.3 ton/teu departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
01 Forepeak 193.038 114.600 116.953 121.660
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
06 WT PS 91.688 101.800 104.267 107.400
07 WT SB 91.688 101.800 104.267 107.400
08 WT PS 140.714 96.200 98.867 101.800
5.108
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:00
Condition : Containers, 2.3 ton/teu departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
09 WT SB 140.714 96.200 98.867 101.800
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 158.236 85.000 90.329 96.200
13 WT SB 158.236 85.000 90.329 96.200
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
16 WT PS 173.920 73.800 79.396 85.000
17 WT SB 173.920 73.800 79.396 85.000
14A DB PS 112.726 59.800 66.898 73.800
15A DB SB 116.220 59.800 66.800 73.800
16A WT PS 217.584 59.800 66.800 73.800
17A WT SB 217.584 59.800 66.800 73.800
18 DB PS 112.726 45.800 52.898 59.800
19 DB SB 116.220 45.800 52.800 59.800
20 WT PS 217.584 45.800 52.800 59.800
21 WT SB 217.584 45.800 52.800 59.800
22 DB PS 100.424 33.200 39.639 45.800
23 DB SB 103.917 33.200 39.529 45.800
24 WT PS 195.780 33.200 39.501 45.800
25 WT SB 0.000 33.200 39.526 45.800
26 DB PS 55.579 23.400 29.234 33.200
27 DB SB 59.072 23.400 29.158 33.200
28 WT PS 0.000 23.400 28.714 33.200
29 WT SB 59.678 23.400 27.930 33.200
tweendeck hold 1 72.000 82.238 93.269 107.362
tweendeck hold 2 197.600 23.453 52.299 80.748
Bay : 1, 20 feet, hold 29.900 101.195 104.224 107.253
Bay : 1, 20 feet, hatch 23.000 101.195 104.224 107.253
Bay : 3, 20 feet, hold 29.900 95.062 98.091 101.120
Bay : 3, 20 feet, hatch 23.000 95.062 98.091 101.120
Bay : 5, 20 feet, hold 46.000 88.454 91.483 94.512
Bay : 5, 20 feet, hatch 27.600 88.454 91.483 94.512
Bay : 7, 20 feet, hold 46.000 82.320 85.349 88.378
Bay : 7, 20 feet, hatch 27.600 82.320 85.349 88.378
Bay : 9, 20 feet, hold 46.000 74.452 77.481 80.510
Bay : 9, 20 feet, hatch 29.900 74.452 77.481 80.510
Bay : 11, 20 feet, hold 46.000 68.320 71.349 74.378
Bay : 11, 20 feet, hatch 29.900 68.320 71.349 74.378
Bay : 13, 20 feet, hold 46.000 61.710 64.739 67.768
Bay : 13, 20 feet, hatch 29.900 61.710 64.739 67.768
Bay : 15, 20 feet, hold 46.000 55.578 58.607 61.636
Bay : 15, 20 feet, hatch 29.900 55.578 58.607 61.636
Bay : 17, 20 feet, hold 46.000 48.968 51.997 55.026
Bay : 17, 20 feet, hatch 29.900 48.968 51.997 55.026
5.109
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:00
Condition : Containers, 2.3 ton/teu departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Bay : 19, 20 feet, hold 46.000 42.836 45.865 48.894
Bay : 19, 20 feet, hatch 29.900 42.836 45.865 48.894
Bay : 21, 20 feet, hold 46.000 36.226 39.255 42.284
Bay : 21, 20 feet, hatch 23.000 36.226 39.255 42.284
Bay : 23, 20 feet, hold 46.000 30.094 33.123 36.152
Bay : 23, 20 feet, hatch 23.000 30.094 33.123 36.152
Bay : 25, 20 feet, hold 46.000 23.486 26.515 29.544
Bay : 25, 20 feet, hatch 23.000 23.486 26.515 29.544
Bay : 27, 20 feet, hatch 23.000 17.354 20.383 23.412
Bay : 29, 20 feet, hatch 18.400 11.221 14.250 17.279
5.110
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:00
Condition : Containers, 2.3 ton/teu departure
Draft mean (Lpp/2) 5.595 m
Trim -0.654 m
Maximum shearforce 755.034 ton
Location where maximum shearforce occurs 22.700 m
Maximum moment 20047.879 tonm
Location where maximum moment occurs 46.792 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 4.864 40.110 71.47 76.04
4.000 74.218 3.663 70.555 288.29 724.16
8.000 59.939 23.757 36.182 534.99 2400.17
12.000 55.609 47.150 8.459 656.59 4815.56
16.000 62.617 55.937 6.679 677.39 7477.08
20.000 106.552 83.851 22.701 686.65 10198.27
24.000 49.937 93.827 -43.890 713.10 13099.50
28.000 55.738 98.895 -43.157 537.68 15600.93
32.000 61.590 100.768 -39.178 365.96 17402.53
36.000 79.536 101.168 -21.632 259.64 18626.98
40.000 78.550 100.978 -22.428 171.87 19490.70
44.000 72.787 100.606 -27.819 62.14 19974.29
48.000 87.682 100.222 -12.540 -15.52 20038.51
52.000 87.785 99.837 -12.052 -65.62 19875.26
56.000 87.887 99.452 -11.565 -119.75 19513.45
60.000 87.317 99.068 -11.751 -165.16 18943.83
64.000 87.419 98.683 -11.263 -212.11 18188.90
68.000 74.993 98.298 -23.305 -259.08 17251.72
72.000 87.625 97.914 -10.288 -305.21 16115.64
76.000 87.085 97.529 -10.444 -347.61 14811.36
80.000 87.012 97.122 -10.110 -388.74 13338.60
84.000 94.251 96.284 -2.032 -408.79 11742.37
88.000 93.990 94.405 -0.414 -403.88 10116.72
92.000 71.778 90.448 -18.671 -432.59 8473.79
96.000 62.560 83.861 -21.301 -516.31 6585.18
100.000 96.402 74.939 21.464 -420.34 4708.66
104.000 75.415 63.700 11.715 -351.82 3176.23
108.000 85.229 50.779 34.450 -307.82 1838.13
112.000 53.249 36.343 16.906 -171.52 904.73
116.000 58.036 21.303 36.733 -119.14 254.13
120.000 20.577 5.948 14.629 -16.65 11.79
5.111
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:00
Condition : Containers, 2.3 ton/teu departure
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 673.460 77.68 867 8220.540 - 73.24 11224
23.400 737.423 42.50 1735 12664.035 - 85.59 14796
33.200 320.590 18.37 1745 17814.334 - 79.88 22300
45.800 12.358 0.70 1755 20041.724 - 89.87 22300
51.400 -58.366 3.33 1755 19912.383 - 89.29 22300
57.000 -131.257 7.48 1755 19388.148 - 86.94 22300
62.600 -196.223 11.18 1755 18474.580 - 82.85 22300
68.200 -263.740 15.03 1755 17199.582 - 77.13 22300
73.800 -323.526 18.43 1755 15549.941 - 69.73 22300
85.000 -410.228 23.37 1755 11332.649 - 70.74 16020
96.200 -518.783 28.89 1796 6481.668 - 55.23 11735
107.400 -328.653 17.99 1827 2028.993 - 30.59 6633
Loading condition complies with the stated criteria. (sea condition)
5.112
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:00
Condition : Containers, 2.3 ton/teu departure
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Weightloading 1 cm = 25.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.113
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:00
Condition : Containers, 2.3 ton/teu departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.114
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:00
Condition : Containers, 2.3 ton/teu arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
01 Forepeak 115.823 114.600 116.942 121.626
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
06 WT PS 91.688 101.800 104.267 107.400
07 WT SB 91.688 101.800 104.267 107.400
08 WT PS 140.714 96.200 98.867 101.800
5.115
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:00
Condition : Containers, 2.3 ton/teu arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
09 WT SB 140.714 96.200 98.867 101.800
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 158.236 85.000 90.329 96.200
13 WT SB 158.236 85.000 90.329 96.200
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
16 WT PS 173.920 73.800 79.396 85.000
17 WT SB 173.920 73.800 79.396 85.000
14A DB PS 112.726 59.800 66.898 73.800
15A DB SB 116.220 59.800 66.800 73.800
16A WT PS 217.584 59.800 66.800 73.800
17A WT SB 217.584 59.800 66.800 73.800
18 DB PS 112.726 45.800 52.898 59.800
19 DB SB 116.220 45.800 52.800 59.800
20 WT PS 217.584 45.800 52.800 59.800
21 WT SB 217.584 45.800 52.800 59.800
22 DB PS 100.424 33.200 39.639 45.800
23 DB SB 103.917 33.200 39.529 45.800
24 WT PS 195.780 33.200 39.501 45.800
25 WT SB 99.848 33.200 39.502 45.800
26 DB PS 55.579 23.400 29.234 33.200
27 DB SB 59.072 23.400 29.158 33.200
28 WT PS 150.592 23.400 28.325 33.200
29 WT SB 81.380 23.400 27.916 33.200
tweendeck hold 1 72.000 82.238 93.269 107.362
tweendeck hold 2 197.600 23.453 52.299 80.748
Bay : 1, 20 feet, hold 29.900 101.195 104.224 107.253
Bay : 1, 20 feet, hatch 23.000 101.195 104.224 107.253
Bay : 3, 20 feet, hold 29.900 95.062 98.091 101.120
Bay : 3, 20 feet, hatch 23.000 95.062 98.091 101.120
Bay : 5, 20 feet, hold 46.000 88.454 91.483 94.512
Bay : 5, 20 feet, hatch 27.600 88.454 91.483 94.512
Bay : 7, 20 feet, hold 46.000 82.320 85.349 88.378
Bay : 7, 20 feet, hatch 27.600 82.320 85.349 88.378
Bay : 9, 20 feet, hold 46.000 74.452 77.481 80.510
Bay : 9, 20 feet, hatch 29.900 74.452 77.481 80.510
Bay : 11, 20 feet, hold 46.000 68.320 71.349 74.378
Bay : 11, 20 feet, hatch 29.900 68.320 71.349 74.378
Bay : 13, 20 feet, hold 46.000 61.710 64.739 67.768
Bay : 13, 20 feet, hatch 29.900 61.710 64.739 67.768
Bay : 15, 20 feet, hold 46.000 55.578 58.607 61.636
Bay : 15, 20 feet, hatch 29.900 55.578 58.607 61.636
Bay : 17, 20 feet, hold 46.000 48.968 51.997 55.026
Bay : 17, 20 feet, hatch 29.900 48.968 51.997 55.026
5.116
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:00
Condition : Containers, 2.3 ton/teu arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Bay : 19, 20 feet, hold 46.000 42.836 45.865 48.894
Bay : 19, 20 feet, hatch 29.900 42.836 45.865 48.894
Bay : 21, 20 feet, hold 46.000 36.226 39.255 42.284
Bay : 21, 20 feet, hatch 23.000 36.226 39.255 42.284
Bay : 23, 20 feet, hold 46.000 30.094 33.123 36.152
Bay : 23, 20 feet, hatch 23.000 30.094 33.123 36.152
Bay : 25, 20 feet, hold 46.000 23.486 26.515 29.544
Bay : 25, 20 feet, hatch 23.000 23.486 26.515 29.544
Bay : 27, 20 feet, hatch 23.000 17.354 20.383 23.412
Bay : 29, 20 feet, hatch 18.400 11.221 14.250 17.279
5.117
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:00
Condition : Containers, 2.3 ton/teu arrival
Draft mean (Lpp/2) 5.505 m
Trim -0.358 m
Maximum shearforce 682.266 ton
Location where maximum shearforce occurs 17.100 m
Maximum moment 15911.003 tonm
Location where maximum moment occurs 47.413 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 4.408 40.566 72.07 76.68
4.000 64.788 2.416 62.372 277.83 718.44
8.000 58.771 20.273 38.498 484.30 2274.64
12.000 58.098 43.479 14.619 658.93 4600.75
16.000 56.551 52.364 4.187 680.43 7283.77
20.000 34.578 80.453 -45.875 562.60 9850.30
24.000 67.810 90.602 -22.792 396.86 11743.72
28.000 73.340 95.844 -22.505 304.94 13148.01
32.000 78.919 97.891 -18.972 214.94 14182.93
36.000 87.456 98.466 -11.010 162.70 14927.53
40.000 86.475 98.450 -11.975 117.08 15488.18
44.000 80.718 98.253 -17.536 48.82 15835.99
48.000 87.682 98.043 -10.361 -5.49 15909.67
52.000 87.785 97.833 -10.048 -47.22 15803.65
56.000 87.887 97.622 -9.735 -93.69 15531.14
60.000 87.317 97.412 -10.095 -132.13 15080.07
64.000 87.419 97.202 -9.782 -172.80 14470.19
68.000 74.993 96.992 -21.998 -214.19 13701.76
72.000 87.625 96.781 -9.156 -255.44 12755.34
76.000 87.085 96.571 -9.486 -293.66 11658.82
80.000 87.012 96.339 -9.327 -331.31 10409.16
84.000 94.251 95.675 -1.423 -331.03 9092.41
88.000 93.990 93.971 0.020 -324.03 7782.30
92.000 71.778 90.191 -18.414 -351.35 6461.85
96.000 62.560 83.779 -21.219 -434.40 4899.84
100.000 96.402 75.017 21.385 -338.43 3351.24
104.000 75.415 63.905 11.511 -270.48 2145.53
108.000 85.229 51.057 34.172 -227.76 1130.24
112.000 53.249 36.626 16.623 -92.60 514.81
116.000 40.595 21.518 19.077 -68.64 157.80
120.000 15.348 6.027 9.322 -12.11 9.19
5.118
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:00
Condition : Containers, 2.3 ton/teu arrival
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 682.266 78.69 867 8033.552 - 71.57 11224
23.400 408.507 23.55 1735 11501.707 - 77.74 14796
33.200 193.740 11.10 1745 14427.980 - 64.70 22300
45.800 17.484 1.00 1755 15896.097 - 71.28 22300
51.400 -41.184 2.35 1755 15830.073 - 70.99 22300
57.000 -103.385 5.89 1755 15432.828 - 69.21 22300
62.600 -159.030 9.06 1755 14702.266 - 65.93 22300
68.200 -218.592 12.46 1755 13658.632 - 61.25 22300
73.800 -271.791 15.49 1755 12281.056 - 55.07 22300
85.000 -331.877 18.91 1755 8760.767 - 54.69 16020
96.200 -436.853 24.32 1796 4812.714 - 41.01 11735
107.400 -248.432 13.60 1827 1273.017 - 19.19 6633
Loading condition complies with the stated criteria. (sea condition)
5.119
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:00
Condition : Containers, 2.3 ton/teu arrival
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Weightloading 1 cm = 25.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.120
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:01
Condition : Containers, 2.3 ton/teu arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.121
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:01
Condition : Containers 14t/TEU with ice accretion, departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
01 Forepeak 154.430 114.600 116.947 121.642
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
06 WT PS 91.688 101.800 104.267 107.400
07 WT SB 91.688 101.800 104.267 107.400
08 WT PS 140.714 96.200 98.867 101.800
5.122
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:01
Condition : Containers 14t/TEU with ice accretion, departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
09 WT SB 140.714 96.200 98.867 101.800
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 158.236 85.000 90.329 96.200
13 WT SB 121.841 85.000 90.259 96.200
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
16 WT PS 130.440 73.800 79.395 85.000
17 WT SB 130.440 73.800 79.395 85.000
18 DB PS 112.726 45.800 52.898 59.800
19 DB SB 116.220 45.800 52.800 59.800
20 WT PS 163.188 45.800 52.800 59.800
21 WT SB 163.188 45.800 52.800 59.800
22 DB PS 100.424 33.200 39.639 45.800
23 DB SB 103.917 33.200 39.529 45.800
24 WT PS 146.835 33.200 39.502 45.800
25 WT SB 146.835 33.200 39.502 45.800
26 DB PS 55.579 23.400 29.234 33.200
27 DB SB 59.072 23.400 29.158 33.200
28 WT PS 112.944 23.400 28.334 33.200
29 WT SB 101.725 23.400 27.902 33.200
30 AP PS 0.000 7.801 8.200 8.400
31 AP SB 0.000 7.801 8.200 8.400
St.4:5A+2C in hold #28-37 128.200 17.143 20.201 23.258
St.4:6B+A+D on deck #18-28 141.400 10.908 13.965 17.023
Bay : 1, 20 feet, hold 168.000 101.195 104.224 107.253
Bay : 1, 20 feet, hatch 70.000 101.195 104.224 107.253
Bay : 3, 20 feet, hold 168.000 95.062 98.091 101.120
Bay : 3, 20 feet, hatch 70.000 95.062 98.091 101.120
Bay : 5, 20 feet, hold 280.000 88.454 91.483 94.512
Bay : 5, 20 feet, hatch 98.000 88.454 91.483 94.512
Bay : 7, 20 feet, hold 280.000 82.320 85.349 88.378
Bay : 7, 20 feet, hatch 98.000 82.320 85.349 88.378
Bay : 9, 20 feet, hold 280.000 74.452 77.481 80.510
Bay : 9, 20 feet, hatch 112.000 74.452 77.481 80.510
Bay : 11, 20 feet, hold 280.000 68.320 71.349 74.378
Bay : 11, 20 feet, hatch 112.000 68.320 71.349 74.378
Bay : 13, 20 feet, hold 280.000 61.710 64.739 67.768
Bay : 13, 20 feet, hatch 112.000 61.710 64.739 67.768
Bay : 15, 20 feet, hold 280.000 55.578 58.607 61.636
Bay : 15, 20 feet, hatch 112.000 55.578 58.607 61.636
Bay : 17, 20 feet, hold 280.000 48.968 51.997 55.026
Bay : 17, 20 feet, hatch 112.000 48.968 51.997 55.026
Bay : 19, 20 feet, hold 280.000 42.836 45.865 48.894
Bay : 19, 20 feet, hatch 112.000 42.836 45.865 48.894
5.123
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:01
Condition : Containers 14t/TEU with ice accretion, departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Bay : 21, 20 feet, hold 280.000 36.226 39.255 42.284
Bay : 21, 20 feet, hatch 84.000 36.226 39.255 42.284
Bay : 23, 20 feet, hold 280.000 30.094 33.123 36.152
Bay : 23, 20 feet, hatch 70.000 30.094 33.123 36.152
Bay : 25, 20 feet, hold 280.000 23.486 26.515 29.544
Bay : 25, 20 feet, hatch 70.000 23.486 26.515 29.544
Bay : 27, 20 feet, hatch 70.000 17.354 20.383 23.412
5.124
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:01
Condition : Containers 14t/TEU with ice accretion, departure
Draft mean (Lpp/2) 7.161 m
Trim -0.921 m
Maximum shearforce -460.088 ton
Location where maximum shearforce occurs 82.320 m
Maximum moment 15090.574 tonm
Location where maximum moment occurs 63.760 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 17.322 27.653 52.56 58.19
4.000 74.218 29.187 45.031 192.37 494.27
8.000 59.939 52.758 7.181 328.21 1569.15
12.000 75.703 76.963 -1.260 354.61 2935.13
16.000 82.695 85.696 -3.001 336.50 4310.82
20.000 135.275 113.454 21.821 327.21 5612.90
24.000 109.558 123.273 -13.715 362.35 7071.36
28.000 114.606 128.184 -13.578 306.43 8409.60
32.000 119.704 129.900 -10.196 226.33 9465.68
36.000 130.277 130.142 0.134 215.48 10334.41
40.000 131.597 129.796 1.802 220.37 11199.39
44.000 129.312 129.267 0.046 185.04 12034.99
48.000 128.651 128.725 -0.074 184.93 12776.35
52.000 128.744 128.184 0.561 181.13 13503.16
56.000 128.837 127.642 1.195 148.93 14209.55
60.000 88.917 127.100 -38.183 146.99 14816.19
64.000 88.818 126.559 -37.741 -9.64 15089.38
68.000 24.010 126.017 -102.007 -174.72 14748.30
72.000 88.619 125.476 -36.857 -343.73 13673.59
76.000 127.991 124.934 3.057 -408.22 12093.46
80.000 127.908 124.370 3.538 -395.05 10486.62
84.000 132.968 123.374 9.595 -453.21 8740.48
88.000 137.525 121.322 16.203 -387.40 7051.62
92.000 115.693 117.030 -1.338 -352.09 5595.61
96.000 87.162 109.525 -22.363 -410.22 4128.46
100.000 124.525 98.765 25.760 -302.43 2695.85
104.000 103.872 84.535 19.336 -212.74 1671.05
108.000 85.229 67.674 17.555 -151.62 952.94
112.000 53.249 48.541 4.708 -73.75 521.20
116.000 49.336 28.470 20.866 -73.79 167.43
120.000 17.945 8.058 9.887 -12.49 9.34
5.125
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:01
Condition : Containers 14t/TEU with ice accretion, departure
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 320.163 36.93 867 4673.378 - 41.64 11224
23.400 372.257 21.46 1735 6851.536 - 46.31 14796
33.200 215.634 12.36 1745 9730.599 - 43.63 22300
45.800 185.471 10.57 1755 12368.666 - 55.46 22300
51.400 180.817 10.30 1755 13394.479 - 60.06 22300
57.000 150.207 8.56 1755 14359.242 - 64.39 22300
62.600 43.305 2.47 1755 15065.657 - 67.56 22300
68.200 -195.117 11.12 1755 14711.884 - 65.97 22300
73.800 -409.885 23.36 1755 12995.580 - 58.28 22300
85.000 -442.954 25.24 1755 8292.182 - 51.76 16020
96.200 -412.896 22.99 1796 4046.147 - 34.48 11735
107.400 -162.130 8.87 1827 1047.004 - 15.78 6633
Loading condition complies with the stated criteria. (sea condition)
5.126
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:01
Condition : Containers 14t/TEU with ice accretion, departure
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Weightloading 1 cm = 25.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.127
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:01
Condition : Containers 14t/TEU with ice accretion, departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.128
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:01
Condition : Containers 14t/TEU with ice accretion, arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
01 Forepeak 57.911 114.600 116.898 121.493
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
06 WT PS 91.688 101.800 104.267 107.400
07 WT SB 91.688 101.800 104.267 107.400
08 WT PS 140.714 96.200 98.867 101.800
5.129
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:01
Condition : Containers 14t/TEU with ice accretion, arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
09 WT SB 140.714 96.200 98.867 101.800
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 158.236 85.000 90.329 96.200
13 WT SB 91.777 85.000 90.179 96.200
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
16 WT PS 130.440 73.800 79.395 85.000
17 WT SB 130.440 73.800 79.395 85.000
14A DB PS 112.726 59.800 66.898 73.800
15A DB SB 116.220 59.800 66.800 73.800
16A WT PS 163.188 59.800 66.800 73.800
17A WT SB 163.188 59.800 66.800 73.800
18 DB PS 112.726 45.800 52.898 59.800
19 DB SB 116.220 45.800 52.800 59.800
20 WT PS 163.188 45.800 52.800 59.800
21 WT SB 163.188 45.800 52.800 59.800
22 DB PS 100.424 33.200 39.639 45.800
23 DB SB 103.917 33.200 39.529 45.800
24 WT PS 146.835 33.200 39.502 45.800
25 WT SB 146.835 33.200 39.502 45.800
26 DB PS 55.579 23.400 29.234 33.200
27 DB SB 59.072 23.400 29.158 33.200
28 WT PS 112.944 23.400 28.334 33.200
29 WT SB 101.725 23.400 27.902 33.200
30 AP PS 16.101 3.307 6.702 8.400
31 AP SB 16.101 3.307 6.702 8.400
St.4:5A+2C in hold #28-37 128.200 17.143 20.201 23.258
St.4:6B+A+D on deck #18-28 141.400 10.908 13.965 17.023
ice accr. 2 layers deckcargo 91.680 -2.250 54.034 121.700
Bay : 1, 20 feet, hold 168.000 101.195 104.224 107.253
Bay : 1, 20 feet, hatch 70.000 101.195 104.224 107.253
Bay : 3, 20 feet, hold 168.000 95.062 98.091 101.120
Bay : 3, 20 feet, hatch 70.000 95.062 98.091 101.120
Bay : 5, 20 feet, hold 280.000 88.454 91.483 94.512
Bay : 5, 20 feet, hatch 98.000 88.454 91.483 94.512
Bay : 7, 20 feet, hold 280.000 82.320 85.349 88.378
Bay : 7, 20 feet, hatch 98.000 82.320 85.349 88.378
Bay : 9, 20 feet, hold 280.000 74.452 77.481 80.510
Bay : 9, 20 feet, hatch 112.000 74.452 77.481 80.510
Bay : 11, 20 feet, hold 280.000 68.320 71.349 74.378
Bay : 11, 20 feet, hatch 112.000 68.320 71.349 74.378
Bay : 13, 20 feet, hold 280.000 61.710 64.739 67.768
Bay : 13, 20 feet, hatch 112.000 61.710 64.739 67.768
Bay : 15, 20 feet, hold 280.000 55.578 58.607 61.636
5.130
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:01
Condition : Containers 14t/TEU with ice accretion, arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Bay : 15, 20 feet, hatch 112.000 55.578 58.607 61.636
Bay : 17, 20 feet, hold 280.000 48.968 51.997 55.026
Bay : 17, 20 feet, hatch 112.000 48.968 51.997 55.026
Bay : 19, 20 feet, hold 280.000 42.836 45.865 48.894
Bay : 19, 20 feet, hatch 112.000 42.836 45.865 48.894
Bay : 21, 20 feet, hold 280.000 36.226 39.255 42.284
Bay : 21, 20 feet, hatch 84.000 36.226 39.255 42.284
Bay : 23, 20 feet, hold 280.000 30.094 33.123 36.152
Bay : 23, 20 feet, hatch 70.000 30.094 33.123 36.152
Bay : 25, 20 feet, hold 280.000 23.486 26.515 29.544
Bay : 25, 20 feet, hatch 70.000 23.486 26.515 29.544
Bay : 27, 20 feet, hatch 70.000 17.354 20.383 23.412
5.131
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:01
Condition : Containers 14t/TEU with ice accretion, arrival
Draft mean (Lpp/2) 7.282 m
Trim -0.198 m
Maximum shearforce 422.621 ton
Location where maximum shearforce occurs 12.000 m
Maximum moment 7368.726 tonm
Location where maximum moment occurs 30.094 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 45.910 13.726 32.184 62.25 68.84
4.000 67.434 25.470 41.964 207.34 566.81
8.000 71.331 49.311 22.020 336.19 1679.53
12.000 79.088 73.928 5.160 422.62 3214.22
16.000 77.513 83.087 -5.574 405.52 4874.92
20.000 64.171 111.271 -47.100 268.28 6284.67
24.000 110.415 121.514 -11.099 98.59 6988.83
28.000 115.450 126.851 -11.401 52.26 7291.77
32.000 120.535 128.991 -8.457 -20.01 7347.38
36.000 131.094 129.659 1.435 -24.78 7243.46
40.000 132.402 129.738 2.664 -15.58 7156.60
44.000 130.104 129.635 0.469 -48.33 7054.16
48.000 129.430 129.518 -0.089 -47.62 6864.24
52.000 129.509 129.402 0.107 -52.36 6659.54
56.000 129.589 129.286 0.304 -87.25 6427.17
60.000 128.995 129.169 -0.175 -85.77 6081.69
64.000 129.075 129.053 0.021 -90.85 5727.15
68.000 64.446 128.937 -64.490 -105.38 5362.85
72.000 129.234 128.820 0.414 -124.81 4864.90
76.000 128.677 128.704 -0.027 -128.84 4360.92
80.000 128.581 128.566 0.016 -128.88 3845.79
84.000 133.628 127.994 5.634 -184.46 3178.85
88.000 135.425 126.368 9.057 -143.73 2519.52
92.000 113.676 122.478 -8.803 -137.65 1980.21
96.000 85.229 115.272 -30.043 -226.12 1310.41
100.000 125.132 104.560 20.572 -139.59 570.82
104.000 104.466 89.997 14.469 -70.14 156.49
108.000 85.810 72.395 13.415 -27.45 -29.12
112.000 53.817 52.178 1.639 35.90 5.37
116.000 28.140 30.739 -2.598 -7.94 44.22
120.000 11.899 8.750 3.149 -7.10 6.46
5.132
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:01
Condition : Containers 14t/TEU with ice accretion, arrival
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 394.818 45.54 867 5316.249 - 47.37 11224
23.400 106.907 6.16 1735 6927.735 - 46.82 14796
33.200 -28.702 1.70 1684 7317.895 - 32.82 22300
45.800 -47.314 2.70 1755 6968.340 - 31.25 22300
51.400 -52.420 2.99 1755 6690.885 - 30.00 22300
57.000 -86.919 4.95 1755 6340.228 - 28.43 22300
62.600 -90.839 5.18 1755 5854.165 - 26.25 22300
68.200 -118.274 6.74 1755 5340.851 - 23.95 22300
73.800 -123.983 7.06 1755 4641.140 - 20.81 22300
85.000 -178.223 10.16 1755 2997.295 - 18.71 16020
96.200 -230.340 12.83 1796 1264.786 - 10.78 11735
107.400 -35.440 1.94 1827 - 10.309 0.09 11224
Loading condition complies with the stated criteria. (sea condition)
5.133
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:02
Condition : Containers 14t/TEU with ice accretion, arrival
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Weightloading 1 cm = 25.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.134
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:02
Condition : Containers 14t/TEU with ice accretion, arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.135
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:02
Condition : Timber cargo on deck with ice accretion, departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
08 WT PS 87.946 96.200 98.846 101.800
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 79.118 85.000 90.136 96.200
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
5.136
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:02
Condition : Timber cargo on deck with ice accretion, departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
18 DB PS 112.726 45.800 52.898 59.800
19 DB SB 116.220 45.800 52.800 59.800
28 WT PS 12.047 23.400 28.533 33.200
29 WT SB 0.000 23.400 28.227 33.200
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
ice accr. 1 layer deckcargo 88.200 -2.250 53.634 121.700
timber on hatches H2 (640m3) 380.000 17.100 48.950 80.800
water absorbtion H2 38.000 17.100 48.950 80.800
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
R <-> BHD.fr.119 5915.119 24.160 52.480 80.800
BHD.fr.121 <-> A(n) 2119.065 82.200 92.996 106.685
5.137
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:02
Condition : Timber cargo on deck with ice accretion, departure
Draft mean (Lpp/2) 7.879 m
Trim -1.263 m
Maximum shearforce 259.682 ton
Location where maximum shearforce occurs 102.249 m
Maximum moment -4980.326 tonm
Location where maximum moment occurs 85.074 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 45.888 31.940 13.948 22.89 25.36
4.000 75.118 44.635 30.483 105.81 230.22
8.000 60.826 68.251 -7.425 183.18 842.12
12.000 67.623 92.260 -24.637 134.19 1500.16
16.000 74.617 100.792 -26.175 22.98 1807.81
20.000 132.387 128.349 4.038 -67.53 1678.32
24.000 88.326 137.967 -49.641 -114.57 1412.60
28.000 136.513 142.677 -6.165 -142.18 889.78
32.000 138.375 144.192 -5.817 -166.92 272.01
36.000 145.131 144.233 0.898 -170.69 -412.67
40.000 143.708 143.686 0.022 -167.66 -1086.99
44.000 136.369 142.956 -6.587 -182.78 -1773.69
48.000 152.378 142.214 10.164 -172.51 -2516.16
52.000 152.457 141.471 10.986 -130.20 -3121.96
56.000 152.536 140.728 11.808 -84.59 -3551.93
60.000 135.916 139.986 -4.070 -39.04 -3793.43
64.000 135.803 139.243 -3.440 -54.05 -3979.90
68.000 135.690 138.501 -2.811 -66.54 -4221.44
72.000 135.576 137.758 -2.182 -76.51 -4507.93
76.000 151.607 137.015 14.591 -48.49 -4790.27
80.000 151.552 136.250 15.302 11.28 -4865.32
84.000 160.675 135.052 25.622 -26.59 -4966.23
88.000 159.436 132.800 26.636 94.54 -4831.20
92.000 129.192 128.264 0.929 159.99 -4280.80
96.000 115.361 120.337 -4.976 150.84 -3651.19
100.000 125.508 108.758 16.750 232.56 -2879.24
104.000 92.484 93.197 -0.713 258.99 -1864.51
108.000 28.556 74.579 -46.023 215.51 -854.07
112.000 53.784 53.466 0.318 99.21 -294.15
116.000 14.718 31.321 -16.603 30.45 -26.11
120.000 8.224 8.866 -0.642 -4.23 5.03
5.138
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:02
Condition : Timber cargo on deck with ice accretion, departure
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 -25.686 3.11 827 1808.949 - 16.12 11224
23.400 -82.845 4.92 1684 1472.545 - 9.95 14796
33.200 -172.906 10.27 1684 67.961 - 0.30 22300
45.800 -194.381 11.08 1755 - 2112.827 8.03 26327
51.400 -136.753 7.79 1755 - 3041.991 11.55 26327
57.000 -72.681 4.14 1755 - 3630.494 13.79 26327
62.600 -49.086 2.80 1755 - 3907.853 14.84 26327
68.200 -67.101 3.82 1755 - 4234.761 16.09 26327
73.800 -80.181 4.57 1755 - 4648.834 17.66 26327
85.000 -1.533 0.09 1755 - 4980.321 20.34 24490
96.200 151.606 8.64 1755 - 3621.009 19.71 18367
107.400 243.187 13.86 1755 - 991.727 8.84 11224
Loading condition complies with the stated criteria. (sea condition)
5.139
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:02
Condition : Timber cargo on deck with ice accretion, departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.140
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:02
Condition : Timber cargo on deck with ice accretion, departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.141
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:02
Condition : Timber cargo on deck with ice accretion, arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
08 WT PS 87.946 96.200 98.846 101.800
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 79.118 85.000 90.136 96.200
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
5.142
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:03
Condition : Timber cargo on deck with ice accretion, arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
18 DB PS 112.726 45.800 52.898 59.800
19 DB SB 116.220 45.800 52.800 59.800
28 WT PS 109.932 23.400 28.335 33.200
29 WT SB 67.816 23.400 27.924 33.200
ice accr. 1 layer deckcargo 88.200 -2.250 53.634 121.700
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
R <-> BHD.fr.119 5915.119 24.160 52.480 80.800
BHD.fr.121 <-> A(n) 2119.065 82.200 92.996 106.685
timber on hatches H2 (640m3) 380.000 17.100 48.950 80.800
water absorbtion H2 38.000 17.100 48.950 80.800
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
5.143
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:03
Condition : Timber cargo on deck with ice accretion, arrival
Draft mean (Lpp/2) 7.801 m
Trim -0.687 m
Maximum shearforce -360.522 ton
Location where maximum shearforce occurs 24.160 m
Maximum moment -5985.083 tonm
Location where maximum moment occurs 77.004 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 45.888 25.748 20.140 36.64 40.78
4.000 65.689 38.481 27.208 130.51 336.44
8.000 59.657 62.394 -2.737 180.14 996.91
12.000 70.112 86.742 -16.629 192.48 1773.40
16.000 68.552 95.612 -27.061 88.83 2340.23
20.000 60.413 123.509 -63.096 -122.68 2319.62
24.000 106.577 133.464 -26.887 -356.20 1332.67
28.000 153.514 138.513 15.001 -295.97 21.20
32.000 154.128 140.366 13.762 -239.23 -1046.53
36.000 145.131 140.746 4.385 -209.69 -1927.19
40.000 143.708 140.537 3.171 -193.39 -2730.42
44.000 136.369 140.146 -3.777 -196.59 -3495.64
48.000 152.378 139.742 12.636 -175.75 -4271.70
52.000 152.457 139.338 13.119 -124.23 -4871.52
56.000 152.536 138.934 13.603 -70.77 -5261.39
60.000 135.916 138.530 -2.614 -18.72 -5434.07
64.000 135.803 138.126 -2.323 -28.58 -5528.42
68.000 135.690 137.721 -2.032 -37.28 -5659.96
72.000 135.576 137.317 -1.741 -44.81 -5823.98
76.000 151.607 136.913 14.693 -15.70 -5976.81
80.000 151.552 136.487 15.065 43.80 -5920.72
84.000 160.675 135.627 25.047 21.85 -5850.41
88.000 159.436 133.713 25.722 140.01 -5527.04
92.000 129.192 129.512 -0.319 201.13 -4802.91
96.000 115.361 121.896 -6.535 186.35 -4019.51
100.000 125.508 110.543 14.965 261.34 -3118.59
104.000 92.484 95.053 -2.568 280.44 -2003.24
108.000 28.556 76.309 -47.753 229.42 -922.27
112.000 53.784 54.889 -1.105 106.76 -319.75
116.000 14.718 32.258 -17.540 33.22 -31.63
120.000 8.224 9.163 -0.938 -3.96 4.83
5.144
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:03
Condition : Timber cargo on deck with ice accretion, arrival
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 47.666 5.50 867 2417.704 - 21.54 11224
23.400 -338.201 20.08 1684 1541.632 - 10.42 14796
33.200 -221.999 13.18 1684 - 1323.440 5.64 23469
45.800 -203.267 11.58 1755 - 3855.145 14.64 26327
51.400 -132.082 7.53 1755 - 4794.764 18.21 26327
57.000 -57.107 3.25 1755 - 5325.232 20.23 26327
62.600 -25.263 1.44 1755 - 5490.930 20.86 26327
68.200 -37.682 2.15 1755 - 5667.413 21.53 26327
73.800 -47.822 2.72 1755 - 5907.159 22.44 26327
85.000 46.290 2.64 1755 - 5816.334 23.75 24490
96.200 186.802 10.64 1755 - 3982.249 21.68 18367
107.400 258.145 14.71 1755 - 1068.596 9.52 11224
Loading condition complies with the stated criteria. (sea condition)
5.145
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:03
Condition : Timber cargo on deck with ice accretion, arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.146
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:03
Condition : Timber cargo on deck with ice accretion, arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.147
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:03
Condition : Grain 40 cuft/ton departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
24 WT PS 152.708 33.200 39.501 45.800
29 WT SB 0.000 23.400 28.227 33.200
28 WT PS 0.000 23.400 28.714 33.200
4A+2B+D in hold #28-37 132.800 17.143 20.201 23.258
2B on deck #18-28 35.800 11.440 13.965 16.490
(n)GR.bhd.7 @ B(n) 23.200 101.102 101.437 101.772
GR.bhd.1 @ Q 38.900 29.650 29.985 30.320
BHD.fr.121 <-> B(n) 2334.821 82.200 90.841 101.102
5.148
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:03
Condition : Grain 40 cuft/ton departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
GR.bhd.2 @ R 38.900 23.490 23.825 24.160
Q <-> BHD.fr.119 6957.105 30.320 55.560 80.800
R <-> Q 192.940 24.160 26.905 29.650
5.149
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:03
Condition : Grain 40 cuft/ton departure
Draft mean (Lpp/2) 8.000 m
Trim -1.407 m
Maximum shearforce -832.299 ton
Location where maximum shearforce occurs 30.320 m
Maximum moment -17079.826 tonm
Location where maximum moment occurs 64.700 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 35.274 9.700 13.42 14.31
4.000 74.218 47.991 26.227 79.28 146.40
8.000 59.939 71.529 -11.590 139.79 617.58
12.000 59.661 95.454 -35.793 70.36 1067.15
16.000 66.668 103.901 -37.233 -85.28 1029.79
20.000 124.472 131.374 -6.902 -215.42 392.33
24.000 79.856 140.908 -61.052 -306.30 -552.95
28.000 58.623 145.534 -86.911 -645.72 -2445.83
32.000 163.032 146.964 16.067 -805.69 -5548.28
36.000 183.278 146.922 36.356 -684.03 -8560.70
40.000 181.874 146.290 35.584 -538.97 -11005.04
44.000 174.553 145.476 29.077 -411.64 -12892.58
48.000 162.328 144.649 17.679 -320.54 -14333.83
52.000 162.228 143.822 18.406 -248.37 -15472.45
56.000 162.128 142.995 19.133 -173.28 -16316.50
60.000 162.029 142.168 19.860 -95.28 -16854.54
64.000 161.929 141.342 20.587 -14.38 -17074.82
68.000 161.829 140.515 21.315 69.43 -16965.54
72.000 161.730 139.688 22.042 156.15 -16515.37
76.000 161.630 138.861 22.769 245.78 -15712.50
80.000 161.529 138.012 23.517 338.33 -14545.38
84.000 180.299 136.730 43.570 314.68 -13349.17
88.000 169.173 134.393 34.780 478.59 -11749.72
92.000 138.107 129.767 8.340 575.14 -9600.30
96.000 123.454 121.733 1.720 594.19 -7253.02
100.000 123.810 109.998 13.812 661.12 -4736.54
104.000 22.435 94.225 -71.790 479.41 -2306.40
108.000 28.008 75.356 -47.348 227.70 -923.83
112.000 53.249 53.991 -0.742 106.63 -325.26
116.000 14.197 31.607 -17.410 34.15 -35.53
120.000 7.717 8.942 -1.225 -3.30 4.34
5.150
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:03
Condition : Grain 40 cuft/ton departure
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 -141.770 17.14 827 906.291 - 8.07 11224
23.400 -267.727 15.90 1684 - 379.888 2.26 16837
33.200 -785.424 46.64 1684 - 6503.400 27.71 23469
45.800 -359.001 20.46 1755 - 13586.311 51.61 26327
51.400 -259.378 14.78 1755 - 15320.179 58.19 26327
57.000 -154.054 8.78 1755 - 16480.256 62.60 26327
62.600 -43.029 2.45 1755 - 17034.617 64.70 26327
68.200 73.697 4.20 1755 - 16951.336 64.39 26327
73.800 196.125 11.18 1755 - 16198.485 61.53 26327
85.000 357.256 20.36 1755 - 13013.259 53.14 24490
96.200 596.296 33.98 1755 - 7134.072 38.84 18367
107.400 256.193 14.60 1755 - 1069.004 9.52 11224
Loading condition complies with the stated criteria. (sea condition)
5.151
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:03
Condition : Grain 40 cuft/ton departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.152
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:04
Condition : Grain 40 cuft/ton departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.153
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:04
Condition : Grain 40 cuft/ton arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
24 WT PS 152.708 33.200 39.501 45.800
29 WT SB 62.391 23.400 27.928 33.200
28 WT PS 90.355 23.400 28.342 33.200
4A+2B+D in hold #28-37 132.800 17.143 20.201 23.258
2B on deck #18-28 35.800 11.440 13.965 16.490
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
GR.bhd.2 @ Q 38.900 29.650 29.985 30.320
(n)GR.bhd.7 @ B(n) 23.200 101.102 101.437 101.772
5.154
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:04
Condition : Grain 40 cuft/ton arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Q <-> BHD.fr.119 6957.105 30.320 55.560 80.800
BHD.fr.121 <-> B(n) 2334.821 82.200 90.841 101.102
R <-> Q 192.940 24.160 26.905 29.650
5.155
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:04
Condition : Grain 40 cuft/ton arrival
Draft mean (Lpp/2) 7.917 m
Trim -0.814 m
Maximum shearforce -940.573 ton
Location where maximum shearforce occurs 30.320 m
Maximum moment -18623.477 tonm
Location where maximum moment occurs 63.553 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 28.760 16.214 27.96 31.15
4.000 64.788 41.583 23.205 105.91 260.48
8.000 58.771 65.449 -6.678 139.63 790.76
12.000 62.150 89.722 -27.572 132.41 1372.90
16.000 60.603 98.518 -37.915 -14.84 1612.26
20.000 52.498 126.340 -73.842 -265.19 1104.47
24.000 96.506 136.221 -39.715 -542.75 -538.46
28.000 74.284 141.195 -66.912 -799.49 -3209.17
32.000 177.703 142.974 34.729 -882.14 -6769.43
36.000 183.278 143.280 39.998 -727.78 -9996.67
40.000 181.874 142.996 38.878 -568.84 -12587.02
44.000 174.553 142.530 32.023 -429.03 -14567.86
48.000 162.328 142.052 20.276 -326.84 -16055.31
52.000 162.228 141.573 20.655 -244.97 -17198.55
56.000 162.128 141.095 21.034 -161.58 -18011.25
60.000 162.029 140.616 21.413 -76.67 -18487.52
64.000 161.929 140.138 21.792 9.75 -18621.22
68.000 161.829 139.659 22.170 97.69 -18406.06
72.000 161.730 139.180 22.549 187.14 -17836.34
76.000 161.630 138.702 22.928 278.11 -16905.79
80.000 161.529 138.201 23.328 370.60 -15608.44
84.000 180.299 137.267 43.032 363.05 -14241.18
88.000 169.173 135.279 33.895 524.12 -12452.94
92.000 138.107 130.997 7.110 616.44 -10128.90
96.000 123.454 123.285 0.169 629.92 -7626.66
100.000 123.810 111.786 12.024 690.14 -4979.93
104.000 22.435 96.092 -73.657 501.06 -2447.92
108.000 28.008 77.103 -49.095 241.76 -993.78
112.000 53.249 55.431 -2.182 114.27 -351.82
116.000 14.197 32.557 -18.360 36.95 -41.50
120.000 7.717 9.242 -1.525 -3.03 4.03
5.156
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:04
Condition : Grain 40 cuft/ton arrival
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 -63.602 7.69 827 1570.485 - 13.99 11224
23.400 -517.041 30.70 1684 - 219.864 1.31 16837
33.200 -839.718 49.86 1684 - 7802.814 33.25 23469
45.800 -371.229 21.15 1755 - 15287.883 58.07 26327
51.400 -257.347 14.66 1755 - 17048.021 64.75 26327
57.000 -140.494 8.01 1755 - 18162.203 68.99 26327
62.600 -20.671 1.18 1755 - 18613.797 70.70 26327
68.200 102.123 5.82 1755 - 18386.166 69.84 26327
73.800 227.887 12.99 1755 - 17462.672 66.33 26327
85.000 405.045 23.08 1755 - 13857.042 56.58 24490
96.200 631.712 35.99 1755 - 7500.572 40.84 18367
107.400 271.309 15.46 1755 - 1147.771 10.23 11224
Loading condition complies with the stated criteria. (sea condition)
5.157
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:04
Condition : Grain 40 cuft/ton arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.158
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:04
Condition : Grain 40 cuft/ton arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.159
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:04
Condition : Grain 45 cuft/ton departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
12 WT PS 153.488 85.000 90.321 96.200
24 WT PS 0.000 33.200 39.526 45.800
25 WT SB 0.000 33.200 39.526 45.800
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
BHD.fr.121 <-> A(n) 2485.769 82.200 92.996 106.685
5.160
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:04
Condition : Grain 45 cuft/ton departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
R <-> BHD.fr.119 6940.759 24.160 52.480 80.800
5.161
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:04
Condition : Grain 45 cuft/ton departure
Draft mean (Lpp/2) 7.977 m
Trim -1.291 m
Maximum shearforce 278.244 ton
Location where maximum shearforce occurs 106.685 m
Maximum moment -6168.936 tonm
Location where maximum moment occurs 73.279 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 33.884 11.090 16.53 18.14
4.000 74.218 46.628 27.590 87.92 174.38
8.000 59.939 70.232 -10.293 153.76 691.46
12.000 66.750 94.224 -27.474 93.36 1208.80
16.000 73.757 102.740 -28.982 -29.14 1330.36
20.000 124.979 130.280 -5.301 -149.85 942.22
24.000 79.856 139.882 -60.025 -234.83 272.27
28.000 146.021 144.575 1.446 -234.67 -681.54
32.000 147.754 146.073 1.681 -229.20 -1608.79
36.000 155.885 146.098 9.787 -199.13 -2477.41
40.000 154.476 145.534 8.942 -160.48 -3194.40
44.000 147.150 144.788 2.362 -139.87 -3781.00
48.000 147.050 144.029 3.022 -129.09 -4319.14
52.000 146.951 143.269 3.681 -115.67 -4808.92
56.000 146.851 142.510 4.341 -99.62 -5239.79
60.000 146.751 141.751 5.000 -80.92 -5601.23
64.000 146.652 140.992 5.660 -59.59 -5882.67
68.000 146.552 140.233 6.319 -35.62 -6073.50
72.000 146.452 139.473 6.979 -9.02 -6163.27
76.000 146.353 138.714 7.638 20.23 -6141.36
80.000 146.251 137.933 8.318 52.12 -5997.26
84.000 163.286 136.718 26.568 -14.87 -6017.45
88.000 168.498 134.449 34.048 129.88 -5798.31
92.000 137.654 129.891 7.763 223.81 -5048.86
96.000 123.223 121.921 1.302 240.88 -4110.77
100.000 113.531 110.238 3.293 264.80 -3091.03
104.000 95.857 94.492 1.365 272.90 -2013.02
108.000 28.008 75.618 -47.610 229.89 -935.49
112.000 53.249 54.214 -0.965 107.84 -329.93
116.000 14.197 31.758 -17.561 34.59 -36.75
120.000 7.717 8.990 -1.273 -3.26 4.22
5.162
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:05
Condition : Grain 45 cuft/ton departure
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 -80.891 9.78 827 1272.425 - 11.34 11224
23.400 -196.878 11.69 1684 402.546 - 2.72 14796
33.200 -226.204 13.43 1684 - 1882.254 8.02 23469
45.800 -135.345 7.71 1755 - 4028.481 15.30 26327
51.400 -117.854 6.72 1755 - 4738.961 18.00 26327
57.000 -95.192 5.42 1755 - 5337.096 20.27 26327
62.600 -67.359 3.84 1755 - 5793.932 22.01 26327
68.200 -34.356 1.96 1755 - 6080.513 23.10 26327
73.800 3.818 0.22 1755 - 6167.883 23.43 26327
85.000 10.908 0.62 1755 - 6019.425 24.58 24490
96.200 242.895 13.84 1755 - 4062.485 22.12 18367
107.400 258.533 14.73 1755 - 1082.062 9.64 11224
Loading condition complies with the stated criteria. (sea condition)
5.163
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:05
Condition : Grain 45 cuft/ton departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.164
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:05
Condition : Grain 45 cuft/ton departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.165
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:05
Condition : Grain 45 cuft/ton arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
12 WT PS 153.488 85.000 90.321 96.200
24 WT PS 97.890 33.200 39.502 45.800
25 WT SB 70.481 33.200 39.503 45.800
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
BHD.fr.121 <-> A(n) 2485.769 82.200 92.996 106.685
5.166
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:05
Condition : Grain 45 cuft/ton arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
R <-> BHD.fr.119 6938.729 24.160 52.480 80.800
5.167
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:05
Condition : Grain 45 cuft/ton arrival
Draft mean (Lpp/2) 7.906 m
Trim -0.615 m
Maximum shearforce -479.360 ton
Location where maximum shearforce occurs 24.160 m
Maximum moment -8155.435 tonm
Location where maximum moment occurs 65.416 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 26.880 18.094 32.13 35.86
4.000 64.788 39.722 25.067 117.61 297.02
8.000 58.771 63.690 -4.920 158.58 888.80
12.000 69.239 88.081 -18.841 162.13 1561.69
16.000 67.692 96.994 -29.302 49.58 1989.54
20.000 53.005 124.933 -71.928 -189.98 1766.46
24.000 79.856 134.931 -55.075 -470.53 436.17
28.000 145.985 140.023 5.962 -451.51 -1421.82
32.000 147.718 141.919 5.799 -428.76 -3181.00
36.000 169.203 142.342 26.861 -345.63 -4763.36
40.000 167.804 142.176 25.629 -239.46 -5930.49
44.000 160.489 141.827 18.662 -152.87 -6700.16
48.000 147.015 141.466 5.549 -107.11 -7193.13
52.000 146.915 141.105 5.810 -84.37 -7575.55
56.000 146.815 140.743 6.072 -60.59 -7864.99
60.000 146.716 140.382 6.334 -35.77 -8057.31
64.000 146.616 140.021 6.595 -9.90 -8148.30
68.000 146.516 139.659 6.857 17.02 -8133.72
72.000 146.417 139.298 7.118 44.99 -8009.47
76.000 146.317 138.937 7.380 74.00 -7771.32
80.000 146.215 138.553 7.662 104.07 -7415.10
84.000 163.286 137.736 25.550 51.31 -7189.63
88.000 168.498 135.865 32.632 191.19 -6714.84
92.000 137.654 131.700 5.955 278.68 -5732.36
96.000 123.223 124.091 -0.867 287.77 -4590.17
100.000 113.531 112.657 0.873 302.47 -3400.87
104.000 95.857 96.959 -1.102 300.72 -2191.76
108.000 28.008 77.885 -49.877 247.86 -1022.92
112.000 53.249 56.057 -2.808 117.53 -362.52
116.000 14.197 32.960 -18.763 38.13 -43.68
120.000 7.717 9.367 -1.650 -2.91 3.99
5.168
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:05
Condition : Grain 45 cuft/ton arrival
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 5.949 0.69 867 2022.521 - 18.02 11224
23.400 -435.571 25.87 1684 708.705 - 4.79 14796
33.200 -420.894 24.99 1684 - 3690.933 15.73 23469
45.800 -119.162 6.79 1755 - 6944.697 26.38 26327
51.400 -87.850 5.01 1755 - 7524.025 28.58 26327
57.000 -54.487 3.10 1755 - 7922.373 30.09 26327
62.600 -19.072 1.09 1755 - 8128.253 30.87 26327
68.200 18.394 1.05 1755 - 8130.180 30.88 26327
73.800 57.910 3.30 1755 - 7916.668 30.07 26327
85.000 76.022 4.33 1755 - 7125.916 29.10 24490
96.200 289.351 16.49 1755 - 4532.534 24.68 18367
107.400 277.881 15.83 1755 - 1180.697 10.52 11224
Loading condition complies with the stated criteria. (sea condition)
5.169
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:05
Condition : Grain 45 cuft/ton arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.170
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:05
Condition : Grain 45 cuft/ton arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.171
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:06
Condition : Grain 50 cuft/ton departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
02 Deeptank PS 0.000 107.400 107.361 107.282
03 Deeptank SB 0.000 107.400 107.361 107.282
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
06 WT PS 0.000 101.800 103.824 107.400
07 WT SB 0.000 101.800 103.824 107.400
12 WT PS 155.071 85.000 90.324 96.200
28 WT PS 0.000 23.400 28.714 33.200
5.172
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:06
Condition : Grain 50 cuft/ton departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
29 WT SB 0.000 23.400 28.227 33.200
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
R <-> BHD.fr.119 6244.856 24.160 52.480 80.800
BHD.fr.121 <-> A(n) 2237.192 82.200 92.996 106.685
5.173
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:06
Condition : Grain 50 cuft/ton departure
Draft mean (Lpp/2) 7.545 m
Trim -1.500 m
Maximum shearforce 223.171 ton
Location where maximum shearforce occurs 106.685 m
Maximum moment -3467.041 tonm
Location where maximum moment occurs 87.764 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 28.262 16.712 28.82 31.97
4.000 74.218 40.660 33.558 123.48 283.71
8.000 59.939 64.116 -4.177 213.52 991.50
12.000 66.750 87.986 -21.236 177.83 1797.38
16.000 73.757 96.379 -22.621 80.53 2307.30
20.000 124.979 123.797 1.182 -14.49 2409.33
24.000 79.856 133.275 -53.419 -73.29 2333.23
28.000 133.735 137.846 -4.112 -93.64 1988.38
32.000 135.468 139.222 -3.754 -110.15 1581.33
36.000 143.599 139.124 4.475 -101.58 1146.00
40.000 142.190 138.438 3.752 -83.94 777.26
44.000 134.864 137.569 -2.705 -83.83 455.85
48.000 134.764 136.687 -1.923 -93.08 101.86
52.000 134.664 135.805 -1.141 -99.19 -282.90
56.000 134.565 134.923 -0.359 -102.18 -685.91
60.000 134.465 134.042 0.423 -102.04 -1094.66
64.000 134.365 133.160 1.206 -98.77 -1496.63
68.000 134.266 132.278 1.988 -92.37 -1879.31
72.000 134.166 131.396 2.770 -82.84 -2230.19
76.000 134.066 130.514 3.552 -70.18 -2536.76
80.000 133.965 129.610 4.355 -54.39 -2786.50
84.000 150.064 128.273 21.791 -121.95 -3223.05
88.000 156.593 125.882 30.712 6.71 -3466.22
92.000 126.925 121.232 5.693 89.85 -3232.56
96.000 113.668 113.304 0.365 100.98 -2843.57
100.000 114.200 102.005 12.195 161.40 -2312.58
104.000 95.412 87.119 8.293 201.32 -1581.78
108.000 28.008 69.552 -41.544 186.79 -736.61
112.000 53.249 49.744 3.506 85.89 -258.92
116.000 14.197 29.084 -14.888 26.98 -22.34
120.000 7.717 8.208 -0.491 -3.96 4.61
5.174
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:06
Condition : Grain 50 cuft/ton departure
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 35.792 4.13 867 2373.928 - 21.15 11224
23.400 -39.298 2.33 1684 2367.725 - 16.00 14796
33.200 -113.659 6.75 1684 1446.914 - 6.49 22300
45.800 -88.382 5.04 1755 301.172 - 1.35 22300
51.400 -98.475 5.61 1755 - 223.711 0.85 26327
57.000 -102.437 5.84 1755 - 788.046 2.99 26327
62.600 -100.267 5.71 1755 - 1357.496 5.16 26327
68.200 -91.966 5.24 1755 - 1897.723 7.21 26327
73.800 -77.532 4.42 1755 - 2374.390 9.02 26327
85.000 -100.790 5.74 1755 - 3334.406 13.62 24490
96.200 102.814 5.86 1755 - 2823.270 15.37 18367
107.400 211.729 12.06 1755 - 856.234 7.63 11224
Loading condition complies with the stated criteria. (sea condition)
5.175
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:06
Condition : Grain 50 cuft/ton departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.176
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:06
Condition : Grain 50 cuft/ton departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.177
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:06
Condition : Grain 50 cuft/ton arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
02 Deeptank PS 32.537 107.400 109.131 111.000
03 Deeptank SB 29.542 107.400 109.239 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
06 WT PS 34.383 101.800 104.197 107.400
07 WT SB 34.383 101.800 104.197 107.400
12 WT PS 155.071 85.000 90.324 96.200
28 WT PS 96.379 23.400 28.340 33.200
5.178
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:06
Condition : Grain 50 cuft/ton arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
29 WT SB 67.816 23.400 27.924 33.200
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
R <-> BHD.fr.119 6244.856 24.160 52.480 80.800
BHD.fr.121 <-> A(n) 2237.192 82.200 92.996 106.685
5.179
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:06
Condition : Grain 50 cuft/ton arrival
Draft mean (Lpp/2) 7.551 m
Trim -0.539 m
Maximum shearforce -286.702 ton
Location where maximum shearforce occurs 24.160 m
Maximum moment 3436.162 tonm
Location where maximum moment occurs 19.477 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 20.440 24.534 46.07 51.20
4.000 64.788 32.855 31.934 158.33 420.91
8.000 58.771 56.758 2.013 226.98 1230.66
12.000 69.239 81.192 -11.953 258.17 2232.30
16.000 67.692 90.150 -22.458 173.08 3099.11
20.000 53.005 118.133 -65.129 -39.20 3424.52
24.000 97.800 128.176 -30.376 -281.83 2754.80
28.000 150.572 133.312 17.260 -213.35 1755.66
32.000 151.199 135.252 15.947 -147.71 1036.31
36.000 143.599 135.720 7.880 -105.71 544.40
40.000 142.190 135.598 6.592 -75.58 184.84
44.000 134.864 135.294 -0.430 -65.25 -81.95
48.000 134.764 134.977 -0.213 -66.52 -344.93
52.000 134.664 134.660 0.005 -66.93 -611.32
56.000 134.565 134.343 0.222 -66.46 -877.63
60.000 134.465 134.026 0.439 -65.13 -1140.40
64.000 134.365 133.709 0.656 -62.93 -1396.14
68.000 134.266 133.392 0.874 -59.85 -1641.37
72.000 134.166 133.075 1.091 -55.91 -1872.63
76.000 134.066 132.758 1.308 -51.10 -2086.44
80.000 133.965 132.419 1.546 -45.41 -2279.32
84.000 150.064 131.647 18.417 -107.80 -2660.10
88.000 156.593 129.820 26.774 6.24 -2875.16
92.000 126.925 125.718 1.207 72.52 -2676.36
96.000 113.668 118.254 -4.585 64.72 -2393.93
100.000 114.200 107.186 7.014 104.78 -2048.35
104.000 108.829 92.155 16.674 158.22 -1546.12
108.000 45.591 74.015 -28.424 169.54 -823.95
112.000 53.249 53.261 -0.012 104.04 -319.32
116.000 14.197 31.321 -17.124 33.53 -35.05
120.000 7.717 8.901 -1.184 -3.33 4.21
5.180
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:06
Condition : Grain 50 cuft/ton arrival
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 136.971 15.80 867 3272.035 - 29.15 11224
23.400 -261.732 15.54 1684 2918.516 - 19.73 14796
33.200 -127.876 7.59 1684 870.773 - 3.90 22300
45.800 -65.928 3.76 1755 - 199.649 0.76 26327
51.400 -66.920 3.81 1755 - 571.282 2.17 26327
57.000 -66.209 3.77 1755 - 943.793 3.58 26327
62.600 -63.795 3.64 1755 - 1307.645 4.97 26327
68.200 -59.677 3.40 1755 - 1653.300 6.28 26327
73.800 -53.856 3.07 1755 - 1971.219 7.49 26327
85.000 -90.080 5.13 1755 - 2759.011 11.27 24490
96.200 65.570 3.74 1755 - 2380.958 12.96 18367
107.400 186.589 10.63 1755 - 930.862 8.29 11224
Loading condition complies with the stated criteria. (sea condition)
5.181
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:06
Condition : Grain 50 cuft/ton arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.182
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:07
Condition : Grain 50 cuft/ton arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.183
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:07
Condition : Grain 55 cuft/ton departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 96.524 85.000 90.193 96.200
14 DB PS 88.945 73.800 79.444 85.000
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
5.184
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:07
Condition : Grain 55 cuft/ton departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
R <-> BHD.fr.119 5677.142 24.160 52.480 80.800
BHD.fr.121 <-> A(n) 2033.811 82.200 92.996 106.685
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
5.185
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:07
Condition : Grain 55 cuft/ton departure
Draft mean (Lpp/2) 7.386 m
Trim -0.908 m
Maximum shearforce 295.281 ton
Location where maximum shearforce occurs 9.600 m
Maximum moment 5674.112 tonm
Location where maximum moment occurs 44.400 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 20.759 24.216 42.50 46.07
4.000 74.218 32.991 41.226 167.70 413.28
8.000 59.939 56.681 3.259 288.03 1358.73
12.000 66.750 80.898 -14.148 281.38 2521.11
16.000 73.757 89.639 -15.882 211.74 3500.92
20.000 124.979 117.405 7.574 142.98 4180.71
24.000 79.856 127.232 -47.376 109.05 4784.59
28.000 123.711 132.151 -8.440 73.69 5142.49
32.000 125.445 133.875 -8.430 39.17 5369.09
36.000 133.576 134.125 -0.549 28.34 5492.63
40.000 132.166 133.787 -1.620 25.19 5602.36
44.000 124.840 133.266 -8.425 3.10 5673.42
48.000 124.741 132.732 -7.991 -29.72 5620.43
52.000 124.641 132.198 -7.557 -60.81 5439.55
56.000 124.541 131.665 -7.123 -90.16 5137.73
60.000 124.442 131.131 -6.689 -117.77 4721.98
64.000 124.342 130.597 -6.255 -143.65 4199.20
68.000 124.242 130.064 -5.821 -167.79 3576.29
72.000 124.143 129.530 -5.387 -190.20 2860.28
76.000 131.870 128.996 2.874 -193.73 2076.91
80.000 131.903 128.440 3.463 -181.07 1326.96
84.000 147.342 127.452 19.891 -240.42 409.26
88.000 156.299 125.408 30.891 -112.36 -312.01
92.000 126.385 121.107 5.279 -29.69 -554.81
96.000 112.883 113.521 -0.637 -21.40 -648.90
100.000 107.230 102.528 4.702 9.14 -665.38
104.000 89.405 87.863 1.541 20.53 -601.70
108.000 85.229 70.385 14.844 21.83 -516.59
112.000 53.249 50.516 2.733 90.30 -274.25
116.000 14.197 29.639 -15.442 28.69 -25.73
120.000 7.717 8.398 -0.681 -3.79 4.50
5.186
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:07
Condition : Grain 55 cuft/ton departure
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 174.365 20.11 867 3715.909 - 33.11 11224
23.400 139.402 8.03 1735 4710.764 - 31.84 14796
33.200 29.986 1.72 1745 5410.465 - 24.26 22300
45.800 -11.883 0.68 1755 5665.871 - 25.41 22300
51.400 -56.254 3.21 1755 5474.577 - 24.55 22300
57.000 -97.223 5.54 1755 5044.243 - 22.62 22300
62.600 -134.789 7.68 1755 4393.923 - 19.70 22300
68.200 -168.952 9.63 1755 3542.674 - 15.89 22300
73.800 -199.713 11.38 1755 2509.548 - 11.25 22300
85.000 -221.064 12.60 1755 178.504 - 1.11 16020
96.200 -19.769 1.10 1796 - 653.092 3.56 18367
107.400 12.975 0.74 1755 - 527.102 4.70 11224
Loading condition complies with the stated criteria. (sea condition)
5.187
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:07
Condition : Grain 55 cuft/ton departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.188
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:07
Condition : Grain 55 cuft/ton departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.189
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:08
Condition : Grain 55 cuft/ton arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 125.006 85.000 90.267 96.200
14 DB PS 88.945 73.800 79.444 85.000
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
5.190
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:08
Condition : Grain 55 cuft/ton arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
R <-> BHD.fr.119 5677.142 24.160 52.480 80.800
BHD.fr.121 <-> A(n) 2033.811 82.200 92.996 106.685
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
5.191
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:08
Condition : Grain 55 cuft/ton arrival
Draft mean (Lpp/2) 7.254 m
Trim -0.009 m
Maximum shearforce 383.444 ton
Location where maximum shearforce occurs 12.000 m
Maximum moment 5777.169 tonm
Location where maximum moment occurs 22.788 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 12.008 32.966 60.64 65.67
4.000 64.788 23.514 41.274 208.91 564.29
8.000 58.771 47.364 11.407 315.20 1651.35
12.000 69.239 72.079 -2.840 383.44 3080.13
16.000 67.692 81.349 -13.657 334.18 4519.87
20.000 53.005 109.644 -56.639 156.48 5559.06
24.000 79.856 119.998 -40.142 -63.63 5735.62
28.000 123.711 125.446 -1.734 -71.12 5459.13
32.000 125.445 127.698 -2.253 -79.87 5158.63
36.000 133.576 128.477 5.099 -67.05 4853.85
40.000 132.166 128.666 3.500 -48.66 4625.67
44.000 124.840 128.674 -3.833 -51.33 4440.78
48.000 124.741 128.669 -3.928 -66.84 4205.27
52.000 124.641 128.663 -4.022 -82.73 3906.90
56.000 124.541 128.658 -4.117 -99.00 3544.16
60.000 124.442 128.653 -4.211 -115.64 3115.58
64.000 124.342 128.648 -4.305 -132.66 2619.62
68.000 124.242 128.642 -4.400 -150.06 2054.75
72.000 124.143 128.637 -4.494 -167.84 1419.50
76.000 131.870 128.632 3.238 -168.86 731.19
80.000 131.903 128.604 3.299 -155.80 82.14
84.000 147.342 128.144 19.199 -199.32 -693.43
88.000 158.896 126.628 32.268 -67.20 -1245.44
92.000 128.899 122.849 6.051 19.76 -1298.29
96.000 115.315 115.743 -0.429 29.98 -1190.03
100.000 107.230 105.106 2.124 51.35 -1017.99
104.000 89.405 90.570 -1.166 52.08 -806.69
108.000 85.229 72.934 12.295 42.47 -617.55
112.000 53.249 52.624 0.625 101.54 -312.06
116.000 14.197 31.034 -16.837 32.84 -33.77
120.000 7.717 8.844 -1.127 -3.38 4.26
5.192
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:08
Condition : Grain 55 cuft/ton arrival
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 307.702 35.49 867 4875.257 - 43.44 11224
23.400 -37.642 2.24 1684 5766.719 - 38.97 14796
33.200 -81.736 4.85 1684 5061.489 - 22.70 22300
45.800 -58.259 3.32 1755 4342.496 - 19.47 22300
51.400 -80.320 4.58 1755 3955.729 - 17.74 22300
57.000 -103.121 5.88 1755 3443.269 - 15.44 22300
62.600 -126.662 7.22 1755 2800.972 - 12.56 22300
68.200 -150.943 8.60 1755 2024.692 - 9.08 22300
73.800 -175.964 10.03 1755 1110.285 - 4.98 22300
85.000 -180.721 10.30 1755 - 883.468 3.61 24490
96.200 31.656 1.80 1755 - 1183.942 6.45 18367
107.400 35.163 2.00 1755 - 640.899 5.71 11224
Loading condition complies with the stated criteria. (sea condition)
5.193
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:08
Condition : Grain 55 cuft/ton arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Weightloading 1 cm = 50.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.194
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:08
Condition : Grain 55 cuft/ton arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.195
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:08
Condition : Grain 65 cuft/ton departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 71.119 17.100 20.027 22.700
41 HFO bunker 2 32.233 19.900 21.338 22.700
42 HFO bunker 3 32.233 19.900 21.338 22.700
43 HFO bunker 4 71.119 17.100 20.027 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 9.652 13.200 14.868 16.050
47 HFO Settling 2 9.712 13.200 14.867 16.050
48 HFO Overflow 1.938 13.200 14.382 15.000
98 MDO bunker 5 79.850 17.100 20.291 23.400
99 MDO bunker 6 79.850 17.100 20.291 23.400
50 MDO Bunker PS 23.605 10.200 11.133 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 1.742 13.200 14.382 15.000
38 Fresh water PS 34.796 2.400 5.693 7.800
39 Fresh water SB 34.796 2.400 5.693 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.789 7.800 8.100 8.400
62 LO AE 0.789 7.800 8.100 8.400
63 LO STORE 1 5.915 8.400 9.000 9.600
64 LO STORE 2 5.915 8.400 9.000 9.600
65 Winch Oil 0.667 105.300 105.650 106.000
70 Sludge 2.056 8.400 9.563 10.200
71 Sewage 4.729 9.187 11.062 12.000
72 Dirty Oil 0.384 14.400 15.941 17.100
73 Bilge water coll. Hold 4.386 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 0.457 9.600 10.235 10.800
77 TO Store 3.155 1.200 1.800 2.400
78 leak oil 0.384 14.400 15.941 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
01 Forepeak 96.519 114.600 116.936 121.606
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 153.488 85.000 90.321 96.200
5.196
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:08
Condition : Grain 65 cuft/ton departure
Description Weight AftBoun. LCG ForeBoun.
ton m m m
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
28 WT PS 0.000 23.400 28.714 33.200
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
R <-> BHD.fr.119 4803.736 24.160 52.480 80.800
BHD.fr.121 <-> A(n) 1720.917 82.200 92.996 106.685
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
5.197
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:08
Condition : Grain 65 cuft/ton departure
Draft mean (Lpp/2) 6.919 m
Trim -0.891 m
Maximum shearforce 400.281 ton
Location where maximum shearforce occurs 10.800 m
Maximum moment 11725.024 tonm
Location where maximum moment occurs 49.482 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 13.504 31.470 60.40 66.69
4.000 74.218 24.822 49.396 216.78 566.54
8.000 59.939 48.226 11.713 370.49 1774.57
12.000 66.750 72.429 -5.679 397.72 3334.42
16.000 73.757 81.180 -7.422 361.93 4847.21
20.000 124.979 108.955 16.024 326.99 6195.37
24.000 79.856 118.792 -38.936 326.84 7602.75
28.000 108.291 123.721 -15.430 266.01 8785.48
32.000 110.024 125.454 -15.430 203.51 9725.31
36.000 118.156 125.714 -7.559 164.66 10450.13
40.000 116.746 125.385 -8.639 133.45 11048.94
44.000 109.420 124.874 -15.454 83.27 11496.75
48.000 109.320 124.350 -15.030 22.31 11708.12
52.000 109.221 123.826 -14.606 -36.95 11678.96
56.000 109.121 123.302 -14.181 -94.51 11416.05
60.000 109.021 122.778 -13.757 -150.38 10926.33
64.000 108.922 122.254 -13.333 -204.54 10216.51
68.000 108.822 121.731 -12.908 -257.02 9293.25
72.000 108.722 121.207 -12.484 -307.79 8163.56
76.000 124.766 120.683 4.084 -321.39 6873.15
80.000 124.725 120.136 4.589 -304.06 5621.94
84.000 138.867 119.158 19.709 -340.29 4272.26
88.000 146.300 117.125 29.175 -218.90 3140.65
92.000 117.747 112.870 4.877 -140.46 2461.43
96.000 105.606 105.481 0.125 -131.37 1924.26
100.000 96.508 94.986 1.522 -114.41 1441.24
104.000 80.163 81.217 -1.054 -114.44 987.06
108.000 85.229 64.985 20.244 -112.45 519.28
112.000 53.249 46.596 6.653 -25.27 263.87
116.000 36.242 27.326 8.916 -39.70 102.52
120.000 14.035 7.725 6.310 -9.47 7.62
5.198
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:08
Condition : Grain 65 cuft/ton departure
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 333.864 38.51 867 5232.500 - 46.62 11224
23.400 352.131 20.30 1735 7399.763 - 50.01 14796
33.200 185.924 10.65 1745 9958.857 - 44.66 22300
45.800 55.630 3.17 1755 11622.120 - 52.12 22300
51.400 -28.166 1.60 1755 11698.422 - 52.46 22300
57.000 -108.636 6.19 1755 11314.697 - 50.74 22300
62.600 -185.779 10.59 1755 10489.575 - 47.04 22300
68.200 -259.595 14.79 1755 9241.683 - 41.44 22300
73.800 -330.086 18.81 1755 7589.644 - 34.03 22300
85.000 -320.940 18.29 1755 3941.597 - 24.60 16020
96.200 -129.579 7.21 1796 1898.084 - 16.17 11735
107.400 -124.598 6.82 1827 590.324 - 8.90 6633
Loading condition complies with the stated criteria. (sea condition)
5.199
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:08
Condition : Grain 65 cuft/ton departure
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Weightloading 1 cm = 25.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.200
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:09
Condition : Grain 65 cuft/ton departure
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.201
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:09
Condition : Grain 65 cuft/ton arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
Empty ship 3660.000 51.150
Crew and effects 2.000 10.000 12.000 14.000
Provisions and stores 10.000 0.000 4.200 8.000
40 HFO bunker 1 1.422 19.945 21.781 22.700
41 HFO bunker 2 0.645 21.309 22.236 22.700
42 HFO bunker 3 0.645 21.309 22.236 22.700
43 HFO bunker 4 1.422 19.945 21.781 22.700
44 HFO Day 1 6.832 13.200 14.250 15.300
45 HFO Day 2 6.832 13.200 14.250 15.300
46 HFO Settling 1 3.217 13.200 14.625 16.050
47 HFO Settling 2 3.237 13.200 14.625 16.050
48 HFO Overflow 0.000 14.400 14.800 15.000
98 MDO bunker 5 1.597 19.895 22.232 23.400
99 MDO bunker 6 1.597 19.895 22.232 23.400
50 MDO Bunker PS 11.802 10.200 11.162 12.000
52 MDO Day 1 3.120 0.000 1.200 2.400
53 MDO Day 2 3.120 0.000 1.200 2.400
54 MDO Emergency generator 1.733 2.400 2.700 3.000
100 MDO Overflow 0.000 14.400 14.800 15.000
38 Fresh water PS 3.480 4.201 6.600 7.800
39 Fresh water SB 3.480 4.201 6.600 7.800
60 LO Sump 3.572 12.600 14.850 17.100
61 LO GB 0.438 7.800 8.100 8.400
62 LO AE 0.438 7.800 8.100 8.400
63 LO STORE 1 3.286 8.400 9.000 9.600
64 LO STORE 2 3.286 8.400 9.000 9.600
65 Winch Oil 0.370 105.300 105.650 106.000
70 Sludge 18.501 8.400 9.345 10.200
71 Sewage 42.559 8.400 10.361 12.000
72 Dirty Oil 3.456 14.400 15.919 17.100
73 Bilge water coll. Hold 21.930 80.800 81.500 82.200
74 CW Drain 0.000 10.800 11.109 11.400
75 TO Drain 0.000 8.149 9.116 9.600
76 Bilge water coll. ER 2.287 9.600 10.222 10.800
77 TO Store 0.351 1.200 1.800 2.400
78 leak oil 1.920 14.400 15.890 17.100
79 watermist tank 2.775 -1.800 -1.500 -1.200
01 Forepeak 96.519 114.600 116.936 121.606
02 Deeptank PS 108.455 107.400 109.149 111.000
03 Deeptank SB 98.475 107.400 109.265 111.000
04 DB PS 43.932 96.200 101.107 107.400
05 DB SB 47.425 96.200 101.029 107.400
10 DB PS 76.678 85.000 90.386 96.200
11 DB SB 80.171 85.000 90.319 96.200
12 WT PS 153.488 85.000 90.321 96.200
5.202
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:09
Condition : Grain 65 cuft/ton arrival
Description Weight AftBoun. LCG ForeBoun.
ton m m m
14 DB PS 88.945 73.800 79.444 85.000
15 DB SB 92.438 73.800 79.377 85.000
28 WT PS 30.118 23.400 28.426 33.200
St.1:5A+B+D in hold #28-37 135.900 17.143 20.201 23.258
St.1:4B on deck #18-28 71.600 11.440 13.965 16.490
GR.bhd.1 @ R 38.900 23.490 23.825 24.160
(n)GR.bhd.7 @ A(n) 23.200 106.685 107.020 107.355
R <-> BHD.fr.119 4803.736 24.160 52.480 80.800
BHD.fr.121 <-> A(n) 1720.917 82.200 92.996 106.685
5.203
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:09
Condition : Grain 65 cuft/ton arrival
Draft mean (Lpp/2) 6.779 m
Trim -0.054 m
Maximum shearforce 482.216 ton
Location where maximum shearforce occurs 12.000 m
Maximum moment 9950.666 tonm
Location where maximum moment occurs 47.413 m
Location Weight Buoyancy Loading Shearforce Moment
m ton/m ton/m ton/m ton tonm
0.000 44.974 6.835 38.139 69.25 74.55
4.000 64.788 16.080 48.708 244.08 658.60
8.000 58.771 39.344 19.427 381.48 1948.36
12.000 69.239 63.907 5.332 482.22 3707.60
16.000 67.692 73.149 -5.457 465.70 5608.42
20.000 53.005 101.417 -48.413 320.86 7239.89
24.000 82.721 111.745 -29.024 135.42 8140.86
28.000 111.350 117.166 -5.816 113.64 8636.83
32.000 113.277 119.391 -6.115 89.00 9043.72
36.000 118.156 120.144 -1.988 77.36 9371.41
40.000 116.746 120.307 -3.561 67.46 9664.65
44.000 109.420 120.288 -10.868 36.61 9888.16
48.000 109.320 120.256 -10.935 -6.98 9948.58
52.000 109.221 120.224 -11.003 -50.84 9833.99
56.000 109.121 120.192 -11.071 -94.97 9543.31
60.000 109.021 120.160 -11.139 -139.37 9075.56
64.000 108.922 120.128 -11.206 -184.04 8429.61
68.000 108.822 120.096 -11.274 -228.99 7604.26
72.000 108.722 120.064 -11.342 -274.20 6598.61
76.000 124.766 120.032 4.734 -284.21 5450.54
80.000 124.725 119.978 4.747 -265.26 4352.07
84.000 138.867 119.491 19.376 -284.29 3201.53
88.000 146.300 117.950 28.349 -165.21 2290.03
92.000 117.747 114.181 3.566 -91.04 1817.73
96.000 105.606 107.237 -1.631 -88.10 1466.56
100.000 96.508 97.082 -0.574 -78.89 1141.58
104.000 80.163 83.461 -3.298 -87.67 812.15
108.000 85.229 67.134 18.095 -94.83 432.88
112.000 53.249 48.391 4.858 -15.63 231.46
116.000 36.242 28.525 7.717 -36.11 95.67
120.000 14.035 8.116 5.919 -9.12 7.45
5.204
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:09
Condition : Grain 65 cuft/ton arrival
Pos. Shear % of Allow. Hogging Sagging % of Allow.
force allow. shearf. moment moment allow. moment
m Ton Ton (+)Tonm (-)Tonm Tonm
17.100 448.248 51.70 867 6113.582 - 54.47 11224
23.400 154.748 8.92 1735 8054.421 - 54.44 14796
33.200 82.545 4.73 1745 9146.605 - 41.02 22300
45.800 17.032 0.97 1755 9936.974 - 44.56 22300
51.400 -44.240 2.52 1755 9862.392 - 44.23 22300
57.000 -106.043 6.04 1755 9443.073 - 42.35 22300
62.600 -168.376 9.59 1755 8676.044 - 38.91 22300
68.200 -231.241 13.18 1755 7558.330 - 33.89 22300
73.800 -294.637 16.79 1755 6086.958 - 27.30 22300
85.000 -265.330 15.12 1755 2926.699 - 18.27 16020
96.200 -86.662 4.83 1796 1449.008 - 12.35 11735
107.400 -105.685 5.78 1827 492.979 - 7.43 6633
Loading condition complies with the stated criteria. (sea condition)
5.205
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:09
Condition : Grain 65 cuft/ton arrival
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Weightloading 1 cm = 25.0 Ton/m
Length (m)
0.0 50.0 100.00.0
0.0
100.0
0.0
Buoyancy 1 cm = 25.0 Ton/m
5.206
LONGITUDINAL STRENGTH CALCULATION
P10046 GROOT SUPER GREEN 10.000
08 Jun 2012 11:53:09
Condition : Grain 65 cuft/ton arrival
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Shearforce 1 cm = 1000.0 Ton
Length (m)
0.0 50.0 100.00.0
0.0
0.0
Moment 1 cm = 10000.0 Tonm
5.207
SUMMARY LONGITUDINAL STRENGTH P10046 GROOT SUPER GREEN 10.000
Condition Empty ship (no seagoing condition)
======================================================================
Draft mld. = 2.521 m
Trim = -3.587 m
Maximum moment = 21549.91 Tonm
Maximum shearforce = 801.83 Ton
The vessel does comply with the criteria (harbour cond.)
======================================================================
Condition Docking condition (no seagoing condition)
======================================================================
Draft mld. = 3.382 m
Trim = -0.013 m
Maximum moment = 31447.17 Tonm
Maximum shearforce = 979.57 Ton
The vessel does comply with the criteria (harbour cond.)
======================================================================
Condition Ballast departure
======================================================================
Draft mld. = 5.019 m
Trim = -1.301 m
Maximum moment = 20667.08 Tonm
Maximum shearforce = 821.10 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Ballast arrival
======================================================================
Draft mld. = 4.974 m
Trim = -0.758 m
Maximum moment = 18137.86 Tonm
Maximum shearforce = 741.07 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Homogeneous departure no twd
======================================================================
Draft mld. = 7.997 m
Trim = -1.627 m
Maximum moment = -5082.67 Tonm
Maximum shearforce = 247.49 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
5.208
SUMMARY LONGITUDINAL STRENGTH P10046 GROOT SUPER GREEN 10.000
Condition Homogeneous arrival no twd
======================================================================
Draft mld. = 7.965 m
Trim = -1.001 m
Maximum moment = -6723.71 Tonm
Maximum shearforce = 268.47 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Homogeneous departure twd stored aft
======================================================================
Draft mld. = 8.000 m
Trim = -1.321 m
Maximum moment = -7029.41 Tonm
Maximum shearforce = 279.27 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Homogeneous arrival twd stored aft
======================================================================
Draft mld. = 7.948 m
Trim = -0.674 m
Maximum moment = -9100.50 Tonm
Maximum shearforce = -510.49 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Heavy cargo 18 t/m2 departure
======================================================================
Draft mld. = 7.623 m
Trim = -1.414 m
Maximum moment = -19273.56 Tonm
Maximum shearforce = 1719.56 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Heavy cargo 18 t/m2 arrival
======================================================================
Draft mld. = 7.498 m
Trim = -0.497 m
Maximum moment = -20553.61 Tonm
Maximum shearforce = 1732.07 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
5.209
SUMMARY LONGITUDINAL STRENGTH P10046 GROOT SUPER GREEN 10.000
Condition Steel coils departure
======================================================================
Draft mld. = 7.577 m
Trim = -0.774 m
Maximum moment = 6917.53 Tonm
Maximum shearforce = -443.83 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Steel coils arrival
======================================================================
Draft mld. = 7.541 m
Trim = -0.339 m
Maximum moment = 5936.93 Tonm
Maximum shearforce = -397.16 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Timber cargo, departure; s.w. 0.535, s.f. 0.8/0.9
======================================================================
Draft mld. = 7.928 m
Trim = -1.369 m
Maximum moment = -6587.88 Tonm
Maximum shearforce = 263.66 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Timber cargo, arrival; s.w. 0.535, s.f. 0.8/0.9
======================================================================
Draft mld. = 7.882 m
Trim = -0.747 m
Maximum moment = -7972.59 Tonm
Maximum shearforce = -431.76 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Iron ore 3.5 t/m3, no TD, departure2
======================================================================
Draft mld. = 7.926 m
Trim = -0.772 m
Maximum moment = -6672.93 Tonm
Maximum shearforce = -328.46 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
5.210
SUMMARY LONGITUDINAL STRENGTH P10046 GROOT SUPER GREEN 10.000
Condition Iron ore 3.5 t/m3, no TD, arrival2
======================================================================
Draft mld. = 7.794 m
Trim = 0.049 m
Maximum moment = -8647.72 Tonm
Maximum shearforce = -509.69 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Containers, 14 ton/teu departure
======================================================================
Draft mld. = 7.404 m
Trim = -0.320 m
Maximum moment = 11742.64 Tonm
Maximum shearforce = 382.30 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Containers, 14 ton/teu arrival
======================================================================
Draft mld. = 7.383 m
Trim = 0.108 m
Maximum moment = 8364.81 Tonm
Maximum shearforce = 401.04 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Containers, 2.3 ton/teu departure
======================================================================
Draft mld. = 5.595 m
Trim = -0.654 m
Maximum moment = 20047.88 Tonm
Maximum shearforce = 755.03 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Containers, 2.3 ton/teu arrival
======================================================================
Draft mld. = 5.505 m
Trim = -0.358 m
Maximum moment = 15911.00 Tonm
Maximum shearforce = 682.27 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
5.211
SUMMARY LONGITUDINAL STRENGTH P10046 GROOT SUPER GREEN 10.000
Condition Containers 14t/TEU with ice accretion, departure
======================================================================
Draft mld. = 7.161 m
Trim = -0.921 m
Maximum moment = 15090.57 Tonm
Maximum shearforce = -460.09 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Containers 14t/TEU with ice accretion, arrival
======================================================================
Draft mld. = 7.282 m
Trim = -0.198 m
Maximum moment = 7368.73 Tonm
Maximum shearforce = 422.62 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Timber cargo on deck with ice accretion, departure
======================================================================
Draft mld. = 7.879 m
Trim = -1.263 m
Maximum moment = -4980.33 Tonm
Maximum shearforce = 259.68 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Timber cargo on deck with ice accretion, arrival
======================================================================
Draft mld. = 7.801 m
Trim = -0.687 m
Maximum moment = -5985.08 Tonm
Maximum shearforce = -360.52 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Grain 40 cuft/ton departure
======================================================================
Draft mld. = 8.000 m
Trim = -1.407 m
Maximum moment = -17079.83 Tonm
Maximum shearforce = -832.30 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
5.212
SUMMARY LONGITUDINAL STRENGTH P10046 GROOT SUPER GREEN 10.000
Condition Grain 40 cuft/ton arrival
======================================================================
Draft mld. = 7.917 m
Trim = -0.814 m
Maximum moment = -18623.48 Tonm
Maximum shearforce = -940.57 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Grain 45 cuft/ton departure
======================================================================
Draft mld. = 7.977 m
Trim = -1.291 m
Maximum moment = -6168.94 Tonm
Maximum shearforce = 278.24 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Grain 45 cuft/ton arrival
======================================================================
Draft mld. = 7.906 m
Trim = -0.615 m
Maximum moment = -8155.43 Tonm
Maximum shearforce = -479.36 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Grain 50 cuft/ton departure
======================================================================
Draft mld. = 7.545 m
Trim = -1.500 m
Maximum moment = -3467.04 Tonm
Maximum shearforce = 223.17 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Grain 50 cuft/ton arrival
======================================================================
Draft mld. = 7.551 m
Trim = -0.539 m
Maximum moment = 3436.16 Tonm
Maximum shearforce = -286.70 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
5.213
SUMMARY LONGITUDINAL STRENGTH P10046 GROOT SUPER GREEN 10.000
Condition Grain 55 cuft/ton departure
======================================================================
Draft mld. = 7.386 m
Trim = -0.908 m
Maximum moment = 5674.11 Tonm
Maximum shearforce = 295.28 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Grain 55 cuft/ton arrival
======================================================================
Draft mld. = 7.254 m
Trim = -0.009 m
Maximum moment = 5777.17 Tonm
Maximum shearforce = 383.44 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Grain 65 cuft/ton departure
======================================================================
Draft mld. = 6.919 m
Trim = -0.891 m
Maximum moment = 11725.02 Tonm
Maximum shearforce = 400.28 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
Condition Grain 65 cuft/ton arrival
======================================================================
Draft mld. = 6.779 m
Trim = -0.054 m
Maximum moment = 9950.67 Tonm
Maximum shearforce = 482.22 Ton
The vessel does comply with the criteria (sea condition)
======================================================================
The vessel does comply with the criteria