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.V. “ LAYAR MAS 290” 290”
STABILITY BOOKLET
Contents
Page
General Particulars
1-2
General Arrangement Intact Stability Guidelines Notes On Use Of Free Surface Moments Curve of Downflooding Angle Notes To Master
3 4 - 8 9 10 11 - 13
Metric Conversion Table
14
Symbol & Abbreviation
15
Loading Summary Table
16
Hydrostatic Data
17 - 21
Cross Curve of Stability (KN Curve)
22 - 29
Tank Capacity
30
Tank Arrangement
31
Tank Calibrations
32 - 45
Table of Laterial Area Max VCG Curve
46 47 – 48
Draft Mark Arrangement
49
Draft Reading Calculation
50
Inclining Experiment Report
51 - 61
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.V. “ LAYAR MAS 290” 290”
STABILITY BOOKLET – Cont’
Loading Condition
Condition No.1:
Lightship
62 - 64
Condition No.2:
Full Load Departure with 98% Consumables (With Passengers & Vehicle)
65 - 70
Condition No.3:
Arrival with 10% Consumables (With Passengers & Vehicle)
71 - 76
Condition No.4:
Departure with 98% Consumables
77 - 82
Condition No.5:
Arrival with 10% Consumables
83 - 88
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
GENERAL PARTICULARS Ship’s Name
: GARDA MARITIM I
Type of Vessel
: 57M DOUBLE ENDED FERRY
Official Number
:
IMO Number
: 9837054
Call Sign
: YBVP2
Port of Registry
: Jakarta
Classification Society
: PT. Biro Klasifikasi Indonesia (BKI)
Owner’s Name & Address
: PT MULTI GUNA MARITIM th Puri Indah Financial Tower 8 Floor Suite 809-810, Jl. Puri Lingkar Dalam Blok T8, Jakarta 11610 Indonesia.
Builder’s Name & Address
: FORWARD MARINE ENTERPRISE SDN. BHD. Lot 536-537, Block 1, Seduan Land District, Rantau Panjang, CDT 47, 96000 Sibu, Sarawak, Malaysia. Tel: +6084-212 999 Fax: +6084-211 119
Designer’s Name & Address
: BLUE OCEAN SHIP DESIGN SDN BHD nd No. 17E, 2 Floor, Pedada Road, 96000 Sibu, Sarawak, Malaysia. Tel: +6084-328 886 Fax: +6084-324 886 Email:
[email protected]
Date of Keel Laid
: 05 October 2016
Date of Launching
: 11 August 2017
Gross Tonnage
:
Net Tonnage
:
F01-16102
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
Principal Dimensions & Particulars Length Overall
: 57.152 Metres
Length BP
: 45.749 Metres
Breadth Moulded
: 14.020 Metres
Depth Moulded
: 2.743 Metres
Full Load Draft
: 1.900 Metres (from Mounded Baseline) 1.912 Metres (from Extreme Baseline)
Block Coeficient, C b
: 0.841 at 1.900 from mld (Hull)
Main Engine
: YANMAR 6AYM-WET 829PS@1900RPM x 2 UNITS
Gearbox Ratio
: 4.92 : 1
Displacement & Deadweight At Full Load Draft
Loaded Displacement
: 1050.751 Tonnes (No Trim, No Heel)
Lightship
: 680.906 Tonnes
Deadweight
: 369.845 Tonnes
F01-16102
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102
INTACT STABILITY GUIDELINES
The following stability criteria for RO-RO Ferry, are extracted from IMO A18/Res.749 Chap. 4.5.6 : 4.5.6 Stability criteria .1
The stability criteria given in 3.1.2 should apply to all offshore supply vessels except those having characteristics which render compliance with 3.1.2 impracticable.
.2
The following equivalent criteria are recommended where a vessel's characteristics render compliance with 3.1.2 impracticable.
.2.1
The area under the curve of righting levers (GZ curve) should not be less than 0.070 metre-radians up to an angle of 15° when the maximum righting lever (GZ) occurs at 15° and 0.055 metre-radians up to an angle of 30° when the maximum righting lever (GZ) occurs at 30° or above. Where the maximum righting lever (GZ) occurs at angles of between 15° and 30°, the corresponding area under the righting lever curve should be: 0.055 + 0.001 (30° -
θmax)
metre-radians [See footnote]
.2.2
The area under the righting lever curve (GZ curve) between the angles of heel of 30° and 40°, or between 30° and θf if this angle is less than 40°, should be not less than 0.03 metre-radians.
.2.3
The righting righting lever (GZ) should be at least 0.20 m at an angle of heel equal to or greater than 30°.
.2.4
The maximum maximum righting righting lever (GZ) should should occur at an angle of heel not less than 15°.
.2.5
The initial transverse metacentric height (GM o) should not be less than 0.15
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102
INTACT STABILITY GUIDELINES
The following stability criteria are extracts from IMO RESOLUTION A.18/Res.749 (3.2) 3.2
Severe wind and rolling criterion (weather criterion)
3.2.2
Recommended weather criterion
3.2.2.1
The ability of a ship to withstand the combined effects of beam wind and rolling should be demonstrated for each standard condition of loading, with reference to the figure.1 as follows:
.1
the ship is subjected to a steady wind pressure acting perpendicular to the ship's centreline which results in a steady wind he eling level (lw1).
.2
from the resultant angle of equilibrium (θo), the ship is assumed to roll owing to wave action to an angle of roll (θ1) to windward. Attention should be paid to the effect of steady wind so that excessive resultant angles of heel are avoided; [See footnote 2]
.3
the ship is then subjected to a gust wind pressure which results in a gust wind heeling lever (lw2);
.4
under these circumstances, area "b" should be equal to or greater than area "a";
.5
free surface effects should be accounted for in the standard conditions of loading;
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102
INTACT STABILITY GUIDELINES
The angles in the above figure.1 are defined as follows: = = =
angle of heel under action of steady wind (see 1.1.2 and footnote [See footnote 2]) angle of roll to windward due to wave action angle of downflooding (θ f ) or 50° or θ c, whichever is less,
θf
=
θc
=
angle of heel at which openings in the hull superstructures or deckhouses which cannot be closed weathertight immerse. In applying this criterion, small openings through which progressive flooding cannot take place and need not be considered as open. angle of second intercept between wind heeling lever lw2 and GZ curves.
θo θ1 θ2
where:
3.2.2.2
The wind heeling levers lw1and lw2 referred to in 1.1.1 and 1.1.3 are constant values at all angles of inclination and should be calculated as follows: lw1
=
(PAZ / 1000gΔ) (m) and
lw2
=
1.5 lw1(m)
where: 2
= 504 N/ m
A
= projected lateral area of the portion of the ship and deck cargo above the 2 waterline (m );
Z
= vertical distance from the centre of A to the centre of the underwater lateral area or approximately to a point at one half the draught (m);
Δ
or
2
P
displacement (t)
51.40 kg/m ;
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102
INTACT STABILITY GUIDELINES
3.2.2.3
The angle of roll (θ1) [See footnote 3] referred to in 1.1.2 should be calculated as follows: =
θ1
1/2
109k.X1.X2(r.s) (degrees)
where: X1 X2 k
=factor as shown in table 1 = factor as shown in table 2 = factor as follows: k k k
r
= = = =
1.0 for round-bilged ship having no bilge or bar keels 0.7 for a ship having sharp bilges as shown in table 3 for a ship having bilge keels, a bar keel or both
0.73 ± 0.6 OG/d
with: OG
=
d
=
distance between the centre of gravity and the waterline (m) (+ if centre of gravity is above the waterline, - if it is below) mean moulded draught of the ship (m)
s
=
factor as shown in table 4.
Table 1 Values of factor X 1 B/d X1 ≤2.4
2.5 2.6
1.0 0.98 0.96
Table 2 Values of factor X 2 CB X2 ≤ 0. 4 5
0.50 0.55
0.75 0.82 0.89
Table Values factor A k .100 L.B 0.0 1.0 1.5
3 of k k 1 .0 0.98 0.95
Table 4 Values of factor s T s ≤6
7 8
0.100 0.098 0.093
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102
INTACT STABILITY GUIDELINES
1/2
Rolling period T = (2C B / (GM) ) (seconds) where: C
= 0.373+0.023(B/d)-0.043(L/100)
The symbols in the above tables and formula for the rolling period are defined as follows: L
= waterline length of the ship (m)
B
= moulded breadth of the ship (m)
d
=
CB
= block coefficient
Ak
=
GM
= metacentric height corrected for free surface effect (m).
mean moulded draught of the ship (m)
total overall area of bilge keels, or area of the lateral lateral 2 projection of the bar keel, or sum of these areas (m )
Footnote 2 The angle of heel under action of steady wind (θo) should be limited to a certain angle to the satisfaction of the Administration. As a guide, 16° or 80% of the angle of deck edge immersion, whichever is less, is suggested. Footnote 3 The angle of roll for ships with anti-rolling an ti-rolling devices should be determined without taking into account the operation of these devices.
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102
NOTES ON USE OF FREE SURFACE MOMENTS
Provided a tank tank is completely filled with liquid and no movement of the liquid is is possible, the
effect on the
ship's stability is precisely the same as if the tank contained solid material.
Immediately a quantity of the liquid is withdrawn from the tank, the situation changes completely
and the
stability of the ship is adversely affected by what is known as the "Free Surface Effects ".
This adverse effect on the stability is referred to as as a " loss in G.M. " or as a "Virtual Rise Rise in
V.C.G. " and
is calculated as follows :-
Loss in G.M. due to Free Surface Effects
=
Free Surface Moment (tonnes metres) ------------------------------------- -------Displacement of vessel in Tonnes
(m)
In case the tank is filled with a new liquid other than that is was originally meant for, the loss in GM to Free Surface Effects:
=
Free Surface Moment (tones metre)
x
Specific Gravity of New Liqiud
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102
CURVE CURVE OF DOWNFLOODING ANGLE 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2.1 2
) s e r 1.9 t e M ( 1.8 T F A1.7 R D
1.6
NOTES: The source of Downflooding Points are:
Critical Point (1) Funnel WTH (P) (2) Funnel WTH (S) (3) E/R Vent (P) (4) E/R Vent (S) (5) Bow Thrus. Vent. (P) (6) Bow Thrus. Vent. (S)
Longl. 13.238f 13.238f 7.200f 7.200f 34.466f 34.466f
Trans. 6.950p 6.950s 6.680p 6.680s 6.500p 6.500s
Vertl. 12.743 12.743 11.000 11.000 11.000 11.000
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102
NOTES TO MASTER
1.
The contents in this booklet are compiled to provide sufficient data and information for the Master at his convenience to determine the desired scheme of loading. It is therefore important that all cargoes, fuel oil, fresh water, ballast water, etc. are to be loaded with consideration to the proper trim and stability, and the distribution of the load in a well controlled manner so as to enable the vessel to navigate under favourable stress conditions. In this booklet several standard loading conditions are provided, but for any other loading condition, the Master is expected to carry out his own calculations in regard to the trim and stability of the vessel for compliance with the Stability Criteria stated elsewhere in this booklet.
2.
When loading cargo, attention should be paid to the need for maintaining the freeboard at the stern of having regard to the safety of the crew working on deck and also to the adverse effect of trim by the stern on the stability of the vessel.
3.
All doors and hatches etc., opening on to the exposed cargo deck should be kept closed and secured at sea (except for access) and it should be ensured that the disposition of the deck cargo does not impede the operation of these fittings.
4.
When loading deck cargoes, care should be taken to avoid any obstruction of the freeing ports or areas necessary for the drainage to the freeing ports.
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
NOTES TO MASTER
6.
F01-16102
- cont’d
It is therefore most important that before any filling commences, a quantity of the highest deck cargo should be unloaded to lower the vertical centre of gravity of the vessel. Similar precautions should be adopted when loading cargo at sea.
7.
Where port and starboard tanks are cross connected, such connections should be closed when the vessel proceeds to sea to avoid significant reduction in stability.
8.
Tanks containing slack liquids should be kept to a minimum.
9.
Compliance with the stability criteria does not ensure immunity against capsizing regardless of the circumstances or absolve the master from his responsibilities. Masters should therefore exercise prudence and good seamanship having regard to the season of the year, weather forecasts and the navigational zone and should take the appropriate action as to speed and course warranted by the prevailing circumstances.
10.
Before any stage of a voyage commences care should be taken to ensure that the cargo and sizeable pieces of equipment have been properly stowed and lashed so as to minimize the possibility of both longitudinal and lateral shifting while at sea, under the effect of acceleration caused by rolling and pitching.
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Blue Ocean Ship Design
11.
57M DOUBLE ENDED FERRY
Operational procedures related
F01-16102
to weather conditions (Cont’d)
c) In severe weather, the speed of the ship should be reduced if excessive rolling, propeller emergency, shipping of water on deck or heavy slamming occurs. Six heavy slammings or 25 propeller emergencies during 100 pitching motions should be considered dangers. d)
Special attention should be paid when a ship is sailing in following or quartering seas because dangerous phenomena such as parametric resonance, broaching to, reduction of stability on the wave crest, and excessive rolling may occur singularly, in sequence or simultaneously in a multiple combination, creating a threat of capsize. Particularly dangerous is the situation when the wave length is of the order of 1.0 – 1.5 ship’s length. A ship’s speed and/or course should be altered appropriately to avoid the t he above-mentioned phenomena.
e)
Water trapping in deck wells should be avoided. If freeing ports are not sufficient for the drainage of the well, the speed of the ship should be reduced or course changed, or both. Freeing ports provided with closing appliances should always be capable of functioning and are not to be locked.
f)
Masters should be aware that steep or breaking waves may occur in certain areas, or in certain wind and current combinations (river estuaries, shallow water areas, funnel shaped bays, etc.). These waves are particularly dangerous, especially for small ships.
g)
Use of operational guidelines for avoiding dangerous situations in severe weather conditions or an on-board computer based system is recommended.
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102
METRIC CONVERSIONS TABLE
Metric Equivalents MULTIPLY
TO CONVERT FROM
TO OBTAIN
----------
0.03937
Milimetres
Inches
25.4000
0.3937
Centimetres
Inches
2.5400
3.2808
Metres
Feet
0.3048
2.2046
Kilogrammes
Pounds
0.4536
0.0009842
Kilogrammes
Tons (2240 lbs)
1016.0470
Tons (2240 lbs)
1 0160
BY
0.9842
Metric Tonnes
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102
SYMBOL & ABBREVIATION
DRAFT
=
Draft Measured From Baseline (m)
GZ
=
Righting Lever (m)
KB or VCB
=
Vertical Center of Buoyancy from Baseline (m)
KG or VCG
=
Vertical Center of Gravity from Baseline (m)
LCB
=
Longitudinal Position Center of Gravity (m)
LCF
=
Longitudinal Position Center of Floatation (m)
KMT
=
Transverse Metacentre Height from Baseline (m)
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57M DOUBLE ENDED FERRY
Blue Ocean Ship Design
F01-16102
LOADING SUMMARY TABLE
Condition No. Item
(1) A
f
E
ilib i
M
1
2
3
4
Displacement
(Tonnes)
6 8 0 .9 0 6
1 0 4 9 .2 7 9
873.195
9 0 6 .1 4 2
7 3 0 .0 1 7
5
Deadweight
(Tonnes)
0 .0 0
3 6 8 .3 7
1 9 2 .2 9
2 2 5 .2 4
4 9 .1 1
Draft at LCF
(Metres)
1 .3 4 5
1.912
1. 6 4 0
1 .7 1 6
1 .4 4 5
Draft at AP
(Metres)
1 .7 7 2
2.116
1.775
2 .1 7 3
1 .8 6 8
Draft at MS
(Metres)
1 .3 0 0
1.887
1.633
1 .6 3 6
1 .3 7 7
Draft at FP
(Metres)
0 .8 2 9
1.657
1.492
1 .0 9 9
0 .8 8 6
Trim
(Metres)
0 .9 4 4
0.458
0. 2 8 3
1 .0 7 4
0 .9 8 2
Heel
(degree)
0 .0 0 0
0.000
0. 0 0 0
0 .0 0 0
0 .0 0 0
Max. FSM
(T-M)
0 .0 0 0
4 0 3 .6 7
4 0 3 .6 6
4 0 3 .7 6
403.75
RA
KG
(Metres)
3 .7 9 2
3.352
3.685
3 .2 5 8
3 .6 3 4
GG0
(Metres)
0 .0 0 0
0.385
0.462
0 .4 4 6
0 .5 5 3
KG0
(Metres)
3 .7 9 2
3.737
4.147
3 .7 0 4
4 .1 8 7
GMT
(Metres)
1 1. 0 1 0
7.633
8. 2 7 7
8 .9 5 7
10.243
0 423
0 153
0 226
0 229
0 310
0 0550
0 001(30 M
RA)
R
(M
i )
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Hydrostatic Properties Draft is from EXT. No Trim, No No heel, VCG = 0.000 LCF Displ LCB Draft (MT) (m) (m) 0.500 215.861 21.208f 0.520 226.240 21.233f 0.540 236.666 21.257f 0.560 247.148 21.280f 0.580 257.693 21.301f 0.600 268.305 21.321f 0.620 278.985 21.340f 0.640 289.715 21.358f 0.660 300.484 21.375f 0.680 311.298 21.392f 0.700 322.151 21.410f 0.720 333.001 21.429f 0.740 343.896 21.448f
VCB (m)
LCF (m)
TPcm (MT/cm)
0.270 0.280 0.291 0.301 0.312 0.322 0.333 0.343 0.354 0.364 0.375 0.386 0.396
21.743f 21.763f 21.777f 21.785f 21.784f 21.774f 21.770f 21.794f 21.810f 21.835f 21.995f 22.016f 22.033f
5.175 5.199 5.227 5.258 5.292 5.331 5.361 5.385 5.406 5.430 5.413 5.434 5.456
MTcm (MT-m /cm) 12.267 12.267 12.443 12.443 12.643 12.643 12.868 12.868 13.123 13.123 13.410 13.410 13.642 13.642 13.822 13.822 13.986 13.986 14.173 14.173 14.049 14.049 14.211 14.211 14.392 14.392
KML (m)
KMT (m)
260.414 252.030 244.801 238.607 233.372 229.035 224.085 218.626 213.296 208.638 199.841 195.560 191.778
38.469 36.867 35.427 34.145 33.025 32.081 31.120 30.112 29.182 28.325 27.209 26.420 25.693
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Hydro stati c Properti es at at zero, zero, Heel Heel = 0.00 0.00 20.5f LCB m LCF m VCB m
Long. Location in m 21.0f 21.5f
22.0f
22.5f 1.5
D r a f
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Hydrostatic Properties Draft is from EXT. No Trim, No No heel, VCG = 0.000 LCF Displ LCB Draft (MT) (m) (m) 1.520 799.566 21.931f 1.540 811.983 21.938f
VCB (m)
LCF (m)
TPcm (MT/cm)
0.812 0.823
22.310f 22.278f
6.207 6.236
MTcm (MT-m /cm) 21.363 21.363 21.667 21.667
KML (m)
KMT (m)
122.437 122.281
13.149 13.055
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Hydrostatic Properties Draft is from EXT. No Trim, No No heel, VCG = 0.000 LCF Displ LCB Draft (MT) (m) (m) 2.520 1477.574 21.620f
VCB (m)
LCF (m)
TPcm (MT/cm)
1.367
20.677f
7.039
MTcm (MT-m /cm) 31.624
KML (m)
KMT (m)
98.081
8.813
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
NOTES: ~~~~~~ i)
Computation Include Main Hull & Appendages.
ii)
Draft is given relative to Underside of Keel.
iii)
Underside of Keel (EXT) is 12 mm below Baseline.
F01-16102 F01-1610 2
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Cross Curves of Stability Righting Arms (heel) for VCG = 0.00 Trim zero at heel = 0 (RA Trim = 0) LCF Displ 5.000s Draft (MT) (m) 0.500 0.520
215.861 226.240
3.049s 2.974s
10.000s
15.000s
20.000s
25.000s
30.000s
40.000s
4.244s 4.188s
4.791s 4.747s
5.079s 5.046s
5.224s 5.199s
5.274s 5.256s
5.139s 5.121s
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Blue Ocean Ship Design
LCF Draft (m) 0.500 0.520 0.540 0.560
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Displ (MT)
50.000s
60.000s
70.000s
80.000s
Arm
Angle
215.861 226.240 236.666 247.148
4.723s 4.706s 4.688s 4.670s
4.108s 4.094s 4.079s 4.064s
3.340s 3.331s 3.321s 3.310s
2.458s 2.454s 2.449s 2.444s
2.942s 2.992s 3.040s 3.086s
74.657s 74.001s 73.346s 72.693s
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Blue Ocean Ship Design
F01-16102
57M DOUBLE ENDED FERRY
Inclining Experiment Report
Weights to be Deducted
Table 7 Weights LCG VCG TCG (Tonnes) (Metres) (Metres) (Metres)
Items (Solid) Inclining Test Equipment Inclining Weights Group A Group B Group C Group D
21.192 21.192 21.192 21.192
11.695 23.885 17.787 29.977
4.850 4.850 4.850 4.850
-4.800 -4.800 4.800 4.800
Pendulum (including oil drum and pipe) Fwd Pendulum Aft Pendulum
0.200 0.200
40.949 2.847
3.228 3.228
0.000 0.000
Persons on board (9) 4 Tons Diesel Forklift
0.675 6.150
26.927 18.783
3.643 3.860
0.000 0.000
Total
91.993
19.492
4.768
0.000
Table 8 Items (Liquid)
Volume 3
(m )
Specific Gravity
Weights LCG VCG TCG FSM (T*m) (Tonnes) (Metres) (Metres) (Metres)
None
Total
0.000
0.000
0.000
0.000
Weights to be Added
Table 9 Items (Solid)
Weights LCG VCG TCG (Tonnes) (Metres) (Metres) (Metres)
None Total
0.000 i) LCG measur measured ed from A.P. A.P.
0.000
0.000
0.000
0.000
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57M DOUBLE ENDED FERRY
Blue Ocean Ship Design
F01-16102
Inclining Experiment Report
Derivation of Lightship
Table 10
Vessel "As Inclined" Weights to be Deducted (Solid) (T (Table 7) Weights to be Deducted (Liquid) (Table 8) Weights to be Added (Table 9)
Weight (Tonnes) 772.899 -91.993 0.000 0.000
LCG (Metres) 19.261 19.492 0.000 0.000
VCG (Metres) 3.908 4.768 0.000 0.000
TCG (Metres) 0.000 0.000 0.000 0.000
LIGHTSHIP
680.906
19.230
3.792
0.000
Items
Notes: i) LCG measure measured d from A.P. A.P. ii) VCG measure measured d from EXT EXT iii) TCG Measured From From Vessel Centreline Centreline (-ve Port, +ve Stbd.) Stbd.)
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102
Hydrostatic Properties Draft is from EXT. Trim: aft 0.966/45.749, No heel, VCG = 0.000 Draft at Displ LCB VCB 22.875f (MT) (m) (m) (m) 1.479 795.982 19.196f 0.839 Water Specific Gravity = 1.025. Trim is per 45.75m
LCF (m)
TPcm (MT/cm)
19.268f
6.642
NOTES: ~~~~~~ i)
Computation Include Main Hull & Appendages.
ii)
Draft is given relative to Underside of Keel.
iii)
Underside of Keel
iv)
Displacement include shell thickness.
v)
Longitudinal Longitudinal is from A.P.
vi)
Transverses is off Centreline
vii)
Draft, VCB, KML & KMT are given relative to underside of keel.
(EXT) is 12 mm below Baseline.
(f = Forward; a = Aft). (p = Port; s = Stbd).
MTcm (MT-m /cm) 26.301
KML (m)
KMT (m)
151.130
13.941
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
Condition 1 :
F01-16102 F01-1610 2
Lightship
Fixed Weight Status Item
Weight (MT)
LCG (m)
TCG (m)
VCG (m)
LIGHT SHIP
680.91
19.230f
0.000
3.792u
Total Weight:
680.91
19.230f
0.000
3.792u
Displacer Status Item
Status
Spgr
Displ (MT)
LCB (m)
TCB (m)
VCB (m)
Eff /Perm
HULL
Intact
1.025
680.91
19.166f
0.000
0.735
1.000
DHSE.C
Intact
1.025
0.00 0.00
0.000
0.000
0.000
0.985
PASSENGER_DK.C PASSENGER_DK.C
Intact
1.025
0.00
0.000
0.000
0.000
0.985
CREW_ACCO.C CREW_ACCO.C
Intact
1.025
0.00
0.000
0.000
0.000
0.985
680.91
19.166f
0.000
0.735
SubTotals:
* FSM Notes Max. FSM is the Maximum Free Surface Moment of any load at the present heel and trim. It may not be the current FSM.
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
Condition 1 :
Lightship
Hydrostatic Properties Draft is from EXT. Trim: aft 0.944/45.749, No heel, VCG = 3.792 LCF Displ LCB VCB LCF Draft (MT) (m) (m) (m) (m) 1.345 680.908 19.166f 0.735 20.720f Water Specific Gravity = 1.025. Trim is per 45.75m Note: Min. GMT GMT uses the Maximum Maximum Free Surface Surface Moment 0.0 m-MT It is not necessarily the true GMT. Floating Status Draft FP Draft MS Draft AP Trim LCG
0.829 m 1.300 m 1.772 m aft 0.944/45.749 19.230f m
Righting Arms vs Heel Angle Heel Angle Trim Angle (deg) (deg)
Heel Equil Wind Wave VCG
F01-16102 F01-1610 2
zero Yes 0.0 kn No 3.792 m
TPcm (MT/cm)
MTcm (MT-m /cm) 19.231 19.231
GMLMin (m)
GM(Solid) (m)
129.207
11.010
GM(Solid) F/S Corr. GM(Fluid) KMT TPcm
11.010 m 0.000 m 11.010 m 14.800 m 6.05
6.053
Origin Depth (m)
Righting Arm (m)
Area (m-Rad)
Flood Pt Height (m)
Notes
Equil
0.00
1.18a
1.760
0.000
0.000
9.386 (3)
2.50s
1.16a
1.748
0.489
0.011
9.095 (4)
5.00s
1.13a
1.720
0.981
0.043
8.796 (4)
7.50s
1.11a
1.690
1.462
0.096
8.482 (4)
10.00s
1.12a
1.660
1.913
0.170
8.152 (4)
12.50s
1.21a
1.648
2.232
0.260
7.796 (4)
15.00s
1.36a
1.644
2.389
0.361
7.421 (4)
17.50s
1.49a
1.644
2.436
0.467
7.028 (4)
17.77s
1.55a
1.644
2.436
0.478
6.985 (4)
20.00s
1.72a
1.645
2.414
0.573
6.619 (4)
22.50s
1.91a
1.647
2.349
0.677
6.195 (4)
25.00s
2.10a
1.646
2.254
0.777
5.759 (4)
27.50s
2.29a
1.645
2.137
0.873
5.311 (4)
30.00s
2.48a
1.640
2.005
0.963
4.852 (4)
32.50s
2.67a
1.635
1.860
1.048
4.382 (4)
35.00s
2.85a
1.627
1.706
1.126
3.904 (4)
37.50s
3.04a
1.618
1.543
1.197
3.418 (4)
40.00s
3.22a
1.606
1.375
1.260
2.924 (4)
42.50s
3.39a
1.592
1.201
1.316
2.425 (4)
45.00s
3.56a
1.575
1.023
1.365
1.921 (4)
47.50s
3.73a
1.556
0.841
1.406
1.414 (4)
50.00s
3.89a
1.534
0.656
1.438
0.903 (4)
52.50s
4.03a
1.508
0.470
1.463
0.392 (4)
54.42s
4.14a
1.484
0.325
1.476
0.000 (4)
MaxRa
FldPt
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
Condition 1 :
Unprotected Flood Points Name (3) E /R Vent (P) (4) E /R Vent (S)
F01-16102 F01-1610 2
Lightship
L,T,V (m) 7.200f, 6.680p, 11.000 7.200f, 6.680s, 11.000
Height (m) 9.386 9.095
INTERVALS OF AREA AND ENERGY From 0.00 0.00 30.00s 0.00 0.00
Energy in m-MT. ^ Maximum arm.
To 30.00s 40.00s 40.00s 17.77s^ 54.42s*
Area 0.963 1.260 0.297 0.478 1.476
Energy 656.094 858.157 202.063 325.512 1005.212
* Flood pt. immersion.
IMO A.18 /RES.749 (4.5.6) CRITERION Limit (1) Area from Equilibrium to MaxRA (2) Area from Abs 30.00 deg to Abs 40.00 or Flood (3) Righting Arm at Abs 30.00 deg or MaxRA (4) Angle from Abs 0.00 deg to MaxRA (5) GM at Equilibrium
Min/Max >0.0550 m-R >0.0300 m-R >0.200 m >15.00 deg >0.150 m
Actual 0.478 0.297 2.005 17.77 11.010
Margin 0.423 0.267 1.805 2.77 10.860
Pass Yes Yes Yes Yes Yes
Righting A rms v s. Heel Heel 0.0s Righting Arm
10.0s
Heel Heel ang le (Degrees) 20.0s 30.0s 40.0s
50.0s
60.0s 2.5
R. Area Equilibrium GMt Flood Pt
2.0
A r m s i
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 2 : Full Load Departure with 98% Consumables (With Passengers & Vehicle) Fixed Weight Status Item
LIGHT SHIP CANTEEN STORE-C CREW AND EFFECTS (20 P) PASSENGERS PASSENGERS (240P) STORE 1 (P) STORE 1 (S) STORE 2 (P) STORE 2 (S) VEHICLE Total Fixed:
Weight (MT) 680.91 1.00 2.00 18.00 0.50 0.50 0.80 0.80 125.00 829.51
LCG (m) 19.230f 13.211f 20.831f 23.879f 3.000a 3.000a 44.500f 44.500f 33.000f 21.424f
TCG (m) 0.000 0.000 0.000 0.000 4.300p 5.100s 5.100p 4.300s 0.000 0.000
VCG (m) 3.792u 8.342u 11.243u 8.842u 3.243u 3.243u 3.243u 3.243u 3.243u 3.841u 3.841u
Tank Status FRESH WATER (SpGr 1.000) Tank Load Name (%) FW2.C 98.00% FW2.P 98.00% FW2.S 98.00% FWDB1.P 98.00% FWDB1.S 98.00% Subtotals: 98.00%
Weight (MT) 26.87 28.23 28.23 37.11 37.11 157.54
LCG (m) 2.454f 2.485f 2.485f 38.275f 38.275f 19.342f
TCG (m) 0.000 4.449p 4.449s 3.228p 3.228s 0.000
VCG (m) 1.781 1.813 1.813 0.885 0.885 1.370
Perm
FUEL OIL (SpGr 0.870) Tank Name DO.P DO.S FO.C FO.P FO.S Subtotals:
Load (%) 98.00% 98.00% 98.00% 98.00% 98.00% 98.00%
Weight (MT) 3.38 3.38 12.19 21.64 21.64 62.23
LCG (m) 13.971f 13.971f 15.149f 14.730f 14.730f 14.730f
TCG (m) 1.067p 1.067s 0.000 4.572p 4.572s 0.000
VCG (m) 2.109 2.109 1.713 1.854 1.854 1.854
Perm
Load
Weight
LCG
TCG
VCG
Perm
0.970 0.970 0.970 0.970 0.970
0.980 0.980 0.980 0.980 0.980
Max FSM (MT-m) 23.00 29.99 29.99 125.77 125.77 334.51
Max FSM (MT-m) 1.05 1.05 16.84 25.11 25.11 69.16
All Tanks Max FSM
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 2 : Full Load Departure with 98% Consumables (With Passengers & Vehicle) Hydrostatic Properties Draft is from EXT. Trim: aft 0.458/45.749, No heel, VCG = 3.352 LCF Displ LCB VCB LCF TPcm Draft (MT) (m) (m) (m) (MT/cm) (m) 1.912 1049.279 20.692f 20.692f 1.031 20.281f 6.928 Water Specific Gravity = 1.025. Trim is per 45.75m Note: Min. GMT GMT uses the Maximum Maximum Free Surface Surface Moment 403.7 m-MT It is not necessarily the true GMT. Floating Status Draft FP Draft MS Draft AP Trim LCG
1.657 m 1.887 m 2.116 m aft 0.458/45.749 20.715f m
Righting Arms vs Heel Angle Free Surface Adjustment Adjusted VCG Heel Angle Trim Angle (deg) (deg)
Heel Equil Wind Wave VCG
zero Yes 0.0 kn No 3.352 m
MTcm (MT-m /cm) 29.167
GMLMin (m)
GM(Solid) F/S Corr. GM(Fluid) KMT TPcm
8.006 m 0.373 m 7.633 m 11.357 m 6.93
127.168
0.00
0.58a
0.373 3.737 Origin Depth (m) 2.104
2.50s 5.00s
0.58a 0.56a
2.101 2.085
0.332 0.653
0.007 0.029
8.669 (4) 8.361 (4)
7.50s
0.57a
2.073
0.951
0.064
8.032 (4)
10.00s
0.64a
2.104
1.152
0.110
7.648 (4)
12.50s
0.72a
2.166
1.256
0.162
7.217 (4)
15.00s
0.81a
2.248
1.297
0.218
6.749 (4)
15.86s
0.85a
2.280
1.300
0.238
6.581 (4)
17.50s
0.93a
2.346
1.290
0.275
6.252 (4)
20.00s
1.05a
2.445
1.243
0.330
5.738 (4)
22.50s
1.16a
2.540
1.169
0.383
5.211 (4)
25.00s
1.28a
2.628
1.077
0.432
4.677 (4)
27.50s
1.38a
2.709
0.973
0.477
4.135 (4)
GM (Fluid) (m) 7.633
Righting Arm (m)
Area (m-Rad)
Flood Pt Height (m)
Notes
0.000
0.000
8.968 (3)
Equil
MaxRa
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 2 : Full Load Departure with 98% Consumables (With Passengers & Vehicle)
Unprotected Flood Points Name (3) E /R Vent (P) (4) E /R Vent (S)
L,T,V (m) 7.200f, 6.680p, 11.000 7.200f, 6.680s, 11.000
Height (m) 8.968 8.669
INTERVALS OF AREA AND ENERGY From 0.00 0.00 30.00s 0.00 0.00
Energy in m-MT. ^ Maximum arm.
To 30.00s 40.00s 40.00s 15.86s^ 46.04s*
Area 0.517 0.624 0.107 0.238 0.645
Energy 542.120 654.806 112.686 249.393 677.057
* Flood pt. immersion.
IMO A.18 /RES.749 (4.5.6) CRITERION Limit (1) Area from Equilibrium to MaxRA (2) Area from Abs 30.00 deg to Abs 40.00 or Flood (3) Righting Arm at Abs 30.00 deg or MaxRA (4) Angle from Abs 0.00 deg to MaxRA (5) GM at Equilibrium
Min/Max >0.0849 m-R >0.0300 m-R >0.200 m >15.00 deg >0.150 m
Actual 0.238 0.107 0.860 15.86 7.620
Margin 0.153 0.077 0.660 0.86 7.470
Pass Yes Yes Yes Yes Yes
Righting A rms v s. Heel Heel 0.0s Righting Arm R. Area Equilibrium GMt Flood Pt
10.0s
Heel Heel ang le (Degrees) 20.0s 30.0s
40.0s
50.0s A r m s i
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 2 : Full Load Departure with 98% Consumables (With Passengers & Vehicle) Calculations Per IMO Res. A749 (18) (Wind) Criteria Steady Wind Without Gusting From Starboard Wind Pressure 51.40 KG /M^2
Heeling Moment Derivation Part LPA (m2) HULL 42.5 DHSE.C 168.6 PASSENGER_DK.C PASSENGER_DK.C 43.3 FUNNEL.C FUNNEL.C 5.7 CREW_ACCO.C CREW_ACCO.C 35.9 WHSE.C 14.8 Total wind heeling moment 82.332 to port
HCP (m)
Arm (m)
0.423 2.675 7.145 10.265 9.541 9.800
1.314 3.566 8.036 11.156 10.432 10.691
Hydrostatic Properties Draft is from EXT. Trim: aft 0.458/45.749, heel: port 0.58 deg., VCG = 3.352 LCF Displ LCB VCB LCF Draft (MT) (m) (m) (m) (m) 1.912 1049.278 20.692f 20.692f 1.032 20.275f Water Specific Gravity = 1.025. Trim is per 45.75m
TPcm (MT/cm)
6.927
Pressure (MT/m2) 0.051 0.051 0.051 0.051 0.051 0.051
MTcm (MT-m /cm) 29.152
Moment (m-MT)
2.870 30.903 17.872 3.284 19.244 8.160
GML (m)
127.103
GM (Fluid) (m) 7.733
Condition 2 : Full Load Departure with 98% Consumables (With Passengers & Vehicle) Calculations Per IMO Res. A749 (18) (Wind) Criteria Steady Wind With Gusting From Starboard Wind Pressure 77.10 KG /M^2
Heeling Moment Derivation Part LPA (m2) HULL 42.5
HCP (m)
Arm (m)
0.423
1.314
Pressure (MT/m2) 0.077
Moment (m-MT)
4.305
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 2 : Full Load Departure with 98% Consumables (With Passengers & Vehicle) Calculations Per IMO Res. A749 (18) (Wind) Criteria Steady Wind With Gusting From Starboard Wind Pressure 77.10 KG /M^2 Residual Righting Arms vs Heel Angle Heel Angle Trim Angle Origin Depth (deg) (deg) (m)
Residual Arm (m)
Area (m-Rad)
Flood Pt Height (m)
Notes
Roll
29.53s
1.45a
2.764
-1.181
0.000
3.694 (4)
27.03s
1.35a
2.690
-1.277
-0.054
4.241 (4)
24.53s
1.24a
2.607
-1.363
-0.111
4.781 (4)
22.03s
1.13a
2.519
-1.437
-0.172
5.313 (4)
19.53s
1.02a
2.423
-1.491
-0.236
5.837 (4)
17.03s
0.90a
2.324
-1.516
-0.302
6.349 (4)
14.53s
0.79a
2.230
-1.498
-0.368
6.841 (4)
12.03s
0.70a
2.151
-1.430
-0.432
7.302 (4)
9.53s
0.62a
2.094
-1.295
-0.491
7.726 (4)
7.03s
0.56a
2.071
-1.057
-0.543
8.099 (4)
4.53s
0.56a
2.088
-0.733
-0.582
8.420 (4)
2.03s
0.57a
2.102
-0.395
-0.607
8.726 (4)
0.47p
0.57a
2.103
-0.055
-0.617
8.913 (3)
0.87p
0.57a
2.103
0.000
-0.617
8.865 (3)
2.97p
0.57a
2.098
0.287
-0.611
8.612 (3)
5.47p
0.56a
2.080
0.623
-0.592
8.302 (3)
7.97p
0.57a
2.074
0.924
-0.558
7.965 (3)
10.47p
0.65a
2.112
1.120
-0.513
7.571 (3)
Equil
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 2 : Full Load Departure with 98% Consumables (With Passengers & Vehicle)
Unprotected Flood Points Name (3) E /R Vent (P) (4) E /R Vent (S)
L,T,V (m) 7.200f, 6.680p, 11.000 7.200f, 6.680s, 11.000
Height (m) 8.913 3.694
IMO A.18 /RES.749 (3.2.2) "WIND CRITERION" Limit (6) Res. Ratio from Roll to Abs 50.00 deg or Flood (7) Res. Ratio from Roll to Abs 50.00 deg or RAzero
Min/Max >1.000 >1.000
Actual 1.074 1.084
Margin 0.074 0.084
Pass Yes Yes
Righting A rms v s. Heel Heel 30.0s Righting Arm
20.0s
10.0s
Heel Heel ang le (Degrees) 0.0s 10.0p 20.0p 30.0p
40.0p
50.0p
60.0p 1.5
Heeling Arm R. Area Equilibrium Flood Pt
1.0
A r m s i n
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 3 - Arrival with 10% Consumables (With Passengers & Vehicle) Fixed Weight Status Item
LIGHT SHIP CANTEEN STORE-C CREW AND EFFECTS (20 P) PASSENGERS PASSENGERS (240P) STORE 1 (P) STORE 1 (S) STORE 2 (P) STORE 2 (S) VEHICLE Total Fixed:
Weight (MT) 680.91 0.70 2.00 18.00 0.20 0.20 0.60 0.60 125.00 828.21
LCG (m) 19.230f 13.211f 20.831f 23.879f 3.000a 3.000a 44.500f 44.500f 33.000f 21.434f
TCG (m) 0.000 0.000 0.000 0.000 4.300p 5.100s 5.100p 4.300s 0.000 0.000
VCG (m) 3.792u 8.342u 11.243u 8.842u 3.243u 3.243u 3.243u 3.243u 3.243u 3.840u 3.840u
Tank Status FRESH WATER (SpGr 1.000) Tank Load Name (%) FW2.C 20.00% FW2.P 20.00% FW2.S 20.00% FWDB1.P 20.00% FWDB1.S 20.00% Subtotals: 20.00% FUEL OIL (SpGr 0.870)
Weight (MT) 5.48 5.76 5.76 7.57 7.57 32.15
LCG (m) 3.153f 3.191f 3.191f 37.644f 37.644f 19.416f
TCG (m) 0.000 4.391p 4.391s 2.641p 2.641s 0.000
VCG (m) 0.932 0.981 0.981 0.366 0.366 0.683
Perm
0.970 0.970 0.970 0.970 0.970
Max FSM (MT-m) 23.00 29.99 29.99 125.76 125.76 334.50
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 3 - Arrival with 10% Consumables (With Passengers & Vehicle) Hydrostatic Properties Draft is from EXT. Trim: aft 0.283/45.749, No heel, VCG = 3.685 LCF Displ LCB VCB LCF TPcm Draft (MT) (m) (m) (m) (MT/cm) (m) 1.640 873.195 21.243f 0.878 21.791f 6.337 Water Specific Gravity = 1.025. Trim is per 45.75m Note: Min. GMT GMT uses the Maximum Maximum Free Surface Surface Moment 403.7 m-MT It is not necessarily the true GMT. Floating Status Draft FP Draft MS Draft AP Trim LCG
1.492 m 1.633 m 1.775 m aft 0.283/45.749 21.261f m
Righting Arms vs Heel Angle Free Surface Adjustment Adjusted VCG Heel Angle Trim Angle (deg) (deg) 0.00 0.36a
Heel Equil Wind Wave VCG
0.376 4.148 Origin Depth (m) 1.763
zero Yes 0.0 kn No 3.685 m
MTcm (MT-m /cm) 22.070
GMLMin (m)
GM(Solid) F/S Corr. GM(Fluid) KMT TPcm
8.653 m 0.376 m 8.277 m 12.338 m 6.34
115.632
GM (Fluid) (m) 8.277
Righting Arm (m)
Area (m-Rad)
Flood Pt Height (m)
Notes
0.000
0.000
9.282 (3)
Equil
2.50s
0.34a
1.754
0.364
0.008
8.987 (4)
5.00s
0.31a
1.726
0.732
0.032
8.688 (4)
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 3 - Arrival with 10% Consumables (With Passengers & Vehicle)
Unprotected Flood Points Name (3) E /R Vent (P) (4) E /R Vent (S)
L,T,V (m) 7.200f, 6.680p, 11.000 7.200f, 6.680s, 11.000
Height (m) 9.282 8.987
INTERVALS OF AREA AND ENERGY From 0.00 0.00 30.00s 0.00
To 30.00s 40.00s 40.00s 16.25s^
Area 0.694 0.862 0.168 0.311
Energy 605.913 752.342 146.429 271.810
Energy in m-MT. ^ Maximum arm. IMO A.18 /RES.749 (4.5.6) CRITERION Limit (1) Area from Equilibrium to MaxRA (2) Area from Abs 30.00 deg to Abs 40.00 or Flood (3) Righting Arm at Abs 30.00 deg or MaxRA (4) Angle from Abs 0.00 deg to MaxRA (5) GM at Equilibrium
Min/Max >0.0849 m-R >0.0300 m-R >0.200 m >15.00 deg >0.150 m
Actual 0.311 0.168 1.269 16.25 8.192
Margin 0.226 0.138 1.069 1.25 8.042
Pass Yes Yes Yes Yes Yes
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 3 - Arrival with 10% Consumables (With Passengers & Vehicle) Calculations Per IMO Res. A749 (18) (Wind) Criteria Steady Wind Without Gusting From Starboard Wind Pressure 51.40 KG /M^2
Heeling Moment Derivation Part LPA (m2) HULL 55.3 DHSE.C 168.6 PASSENGER_DK.C PASSENGER_DK.C 43.3 FUNNEL.C FUNNEL.C 5.7 CREW_ACCO.C CREW_ACCO.C 35.9 WHSE.C 14.8 Total wind heeling moment 85.340 to port Hydrostatic Properties Draft is from EXT.
HCP (m)
Arm (m)
0.566 2.947 7.417 10.537 9.813 10.072
1.336 3.717 8.187 11.307 10.583 10.842
Pressure (MT/m2) 0.051 0.051 0.051 0.051 0.051 0.051
Moment (m-MT)
3.796 32.212 18.207 3.328 19.522 8.275
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 3 - Arrival with 10% Consumables (With Passengers & Vehicle) Calculations Per IMO Res. A749 (18) (Wind) Criteria Steady Wind With Gusting From Starboard Wind Pressure 77.10 KG /M^2 Residual Righting Arms vs Heel Angle Heel Angle Trim Angle Origin Depth (deg) (deg) (m) 32.93s 0.54a 1.676 30.43s 0.51a 1.684 27.93s 0.48a 1.688 25.43s 0.45a 1.691 22.93s 0.41a 1.690 20.43s 0.38a 1.686 17.93s 0.35a 1.680 15.43s 0.31a 1.671 12.93s 0.28a 1.659 10.43s 0.25a 1.656 7.93s 0.27a 1.686
Residual Arm (m) -1.402 -1.535 -1.660 -1.774 -1.873 -1.952 -1.999 -1.996 -1.904 -1.672 -1.321
Area (m-Rad) 0.000 -0.064 -0.134 -0.209 -0.288 -0.372 -0.458 -0.545 -0.631 -0.709 -0.774
Flood Pt Height (m) 3.993 (4) 4.482 (4) 4.961 (4) 5.431 (4) 5.890 (4) 6.338 (4) 6.774 (4) 7.195 (4) 7.602 (4) 7.985 (4) 8.321 (4)
Notes
Roll
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 3 - Arrival with 10% Consumables (With Passengers & Vehicle) Unprotected Flood Points Name (3) E /R Vent (P) (4) E /R Vent (S)
L,T,V (m) 7.200f, 6.680p, 11.000 7.200f, 6.680s, 11.000
Height (m) 9.164 3.993
IMO A.18 /RES.749 (3.2.2) "WIND CRITERION" Limit (6) Res. Ratio from Roll to Abs 50.00 deg or Flood (7) Res. Ratio from Roll to Abs 50.00 deg or RAzero
Min/Max >1.000 >1.000
Actual 1.013 1.013
Margin 0.013 0.013
Righting A rms v s. Heel Heel 30 0s
20 0s
10 0s
Heel Heel ang le (Degrees) 0 0s 10 0p 20 0p 30 0p
40 0p
50 0p
60 0p
Pass Yes Yes
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 4 - Departure with 98% Consumables Fixed Weight Status Item
LIGHT SHIP CANTEEN STORE-C CREW AND EFFECTS (20 P) STORE 1 (P) STORE 1 (S) STORE 2 (P) STORE 2 (S) Total Fixed:
Weight (MT) 680.91 1.00 2.00 0.50 0.50 0.80 0.80 686.51
LCG (m) 19.230f 13.211f 20.831f 3.000a 3.000a 44.500f 44.500f 19.252f
TCG (m) 0.000 0.000 0.000 4.300p 5.100s 5.100p 4.300s 0.000
VCG (m) 3.792u 8.342u 11.243u 3.243u 3.243u 3.243u 3.243u 3.818u 3.818u
Tank Status FRESH WATER (SpGr 1.000) Tank Load Name (%)
Weight (MT)
LCG (m)
TCG (m)
VCG (m)
Perm
Max FSM (MT-m)
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 4 - Departure with 98% Consumables Hydrostatic Properties Draft is from EXT. Trim: aft 1.074/45.749, No heel, VCG = 3.258 LCF Displ LCB VCB LCF TPcm Draft (MT) (m) (m) (m) (MT/cm) (m) 1.716 906.142 18.901f 0.942 19.451f 6.694 Water Specific Gravity = 1.025. Trim is per 45.75m Note: Min. GMT GMT uses the Maximum Maximum Free Surface Surface Moment 403.8 m-MT It is not necessarily the true GMT. Floating Status Draft FP Draft MS Draft AP Trim
1.099 m 1.636 m 2.173 m aft 1.074/45.749
Heel Equil Wind Wave
zero Yes 0.0 kn No
MTcm (MT-m /cm) 26.301
GMLMin (m)
GM(Solid) F/S Corr. GM(Fluid) KMT
9.285 m 0.328 m 8.957 m 12.541 m
132.790
GM (Fluid) (m) 8.957
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 4 - Departure with 98% Consumables
Unprotected Flood Points Name (3) E /R Vent (P) (4) E /R Vent (S)
L,T,V (m) 7.200f, 6.680p, 11.000 7.200f, 6.680s, 11.000
Height (m) 9.005 8.704
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57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 4 - Departure with 98% Consumables Calculations Per IMO Res. A749 (18) (Wind) Criteria Steady Wind Without Gusting From Starboard Wind Pressure 51.40 KG /M^2
Heeling Moment Derivation Part LPA (m2)
HCP (m)
Arm (m)
Pressure (MT/m2)
Moment (m-MT)
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 4 - Departure with 98% Consumables Calculations Per IMO Res. A749 (18) (Wind) Criteria Steady Wind With Gusting From Starboard Wind Pressure 77.10 KG /M^2 Residual Righting Arms vs Heel Angle Heel Angle Trim Angle Origin Depth (deg) (deg) (m) 30.78s 3.75a 3.042
Residual Arm (m) -1.557
Area (m-Rad) 0.000
Flood Pt Height (m) 3.448 (4)
Notes
Roll
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Blue Ocean Ship Design
57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 4 - Departure with 98% Consumables Unprotected Flood Points Name (3) E /R Vent (P) (4) E /R Vent (S)
IMO A.18 /RES.749
L,T,V (m) 7.200f, 6.680p, 11.000 7.200f, 6.680s, 11.000
(3.2.2) "WIND CRITERION" CRITERION"
Height (m) 8.901 3.448
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57M DOUBLE ENDED FERRY
F01-16102 F01-1610 2
Condition 5 - Arrival with 10% Consumables Fixed Weight Status Item
LIGHT SHIP CANTEEN STORE-C CREW AND EFFECTS (20 P) STORE 1 (P)
Weight (MT) 680.91 0.70 2.00 0.20
LCG (m) 19.230f 13.211f 20.831f 3.000a
TCG (m) 0.000 0.000 0.000 4.300p
VCG (m) 3.792u 8.342u 11.243u 3.243u
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The world’s largest digital library
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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The world’s largest digital library
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