Stability Booklet

7/26/2019 Stability Booklet

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STABILITY INFORMATION BOOKLET(Including longitudinal strength evaluation)

M.T. PROGRESSIMO 6508511

This booklet contains a total of 149 pages.

14-747/C

4

3

2

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0 01-12-14 Issued for Approval KG/JR TM/DDDocument Rev. Date Description of Revision Prepared Checked Accepted


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179, Ghajn Dwieli Road, Paola PLA 9054 MaltaT: +356 21 668 254 M: +356 9946 4782 E: [email protected]

www.nas.com.mt


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STABILITY BOOKLETM/T PROGRESS Doc.No.: 14-747/C

TABLE OF CONTENTS

1 General Particulars 1

1.1 Nomenclature 21.2 Draught and References 3

2 Instructions to the Master

2.1 General Instructions 4

2.2 General Stability Requirements 4

2.3 Precautions against Capsize 5

2.3.1 Operational Precautions in heavy weather 6

2.3.2 Ship Handling in heavy weather 6

2.4 Operating Restrictions 7

2.5 Master Shipboard Procedures 7

2.6 Tank Usage and Free Surface Moments 8

2.7 Angles of downflooding 8

3 Summary of Tank Capacities 9

4 Intact Stability & Longitudinal Strength 11

4.1 Anticipated Departure Condition 12

4.2 Anticipated Transit Conditions 17

4.3 Arrival Conditions 22

4.4 Operational Condition - Typical 27

4.5 Midship Section Modulus 32

5 Load Condition Evaluation

5.1 Limiting KG data 33

5.2 Explanatory notes on completing load conditions 38

5.3 Sample loading condition sheet 39

6 Hydrostatics 41

7 KN Data 123

8 Lightship History 136

9 Unit Conversion Table 137

10 Beaufort Scale of Winds and Corresponding Pressures 138

Lightship Survey & Inclining Test Report (incl. Weight Certificates) 142


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STABILITY BOOKLET Page 1 of 149M/T PROGRESS Doc.No.: 14-747/C

1 Vessel details

Vessel name PROGRESS

IMO Number 6508511

Port of Registry Malakal Harbour

Flag Palau

Owners Andrea Martina Limited, San Gwann Malta

Call Sign T8A2021

Main dimensions

Length overall 46.390 m

Length between perpendiculars 44.057 m

Registration Length Art.2(8) 44.50 m

Breadth 8.38 m

Depth 3.33 m

Build particulars

Builders James Cook and Co. Limited

Keel Laid 1965

Hull Construction Steel

Vessel type Oil Tanker

Gross Tonnage 385

Net Tonnage 200

Main Engine Details

Main Engines Lister Blackstone

Number of sets of engines One

Number of Cylinders in each Set Six

Total Main engine power 251.40 kW


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1.1 Nomenclature

AP Aft Perpendicular taken as datum at Fr.0 163mm through thecentre of the rudder stock, positive direction forward.

FP Forward Perpendicular taken at 44.057m forward of AP

BL Baseline taken at the USK, positive direction upwards

K Keel

USK / BoK Underside of Keel / Base of Keel

DW Deadweight

G Centre of Gravity

B Centre of Buoyancy

VCG/KG Vertical Centre of Gravity

VCG Solid(KGsolid) Vertical Centre of Gravity not corrected for free surfaces

VCG Fuid(KGFluid) Vertical Centre of Gravity corrected for free surfaces

LCG Longitudinal Centre of Gravity

TCGTransverse Centre of Gravity, taken at Centreline, positive

direction towards port side.

VCB/KB Vertical Centre of Buoyancy

LCB Longitudinal Centre of Buoyancy

TCB Transverse Centre of Buoyancy

LCF Longitudinal Centre of Floatation

TPC Tonne Per CM Immersion

MCTC Moment To Change Trim one CM

KMT Transverse metacentric height

KML Longitudinal metacentric height

GM KM KG

GMSolid GM not corrected for free surfaces

GMFuid GM corrected for free surfaces

FSM Free Surface Moment


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INTACT STABILITY BOOKLET Page 3 of 149M/T PROGRESS Doc.No.: 14-747/C

1.2 Draught Marks, Freeboard Marks & Reference Data

Aft draught marks

Located at aft perpendicular through centre of rudder stock

line (Longitudinal datum). Located at 163mm aft of frame

0.

Midship draught marksLocated at 22039mm forward of the aft marks, mid way

between the perpendiculars.

Forward draught marks At 44057mm forward of the aft draught marks.

Note:All hydrostatics and draught references are taken about the base line.


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2 Instructions to the Master

2.1 General Instructions

The loading conditions shown in this booklet represent typical service conditions. Where

a loading condition departs from those shown in this book a separate calculation should

be made to ensure compliance with the stability criteria.

2.2 General Stability Requirements

It is important to ensure that in any sailing condition the stability of the vessel complies

with the criteria of Chapter 2 of the IMO International Code on Intact Stability, 2008

adopted under Resolution MSC.267(85).

The following criteria are applicable:

A - The area under the righting lever curve (GZ curve) shall not be less than 0.055metre-radians up to = 30 angle of heel and,

B - not less than 0.09 metre-radians up to = 40 or the angle of down-flooding f if this

angle is less than 40. Additionally, the area under the righting lever curve (GZ curve)

between the angles of heel of 30 and 40 or between 30 and f, if this angle is less

than 40, shall not be less than 0.03 metre-radians.

C - The righting lever GZ shall be at least 0.2 m at an angle of heel equal to or greater

than 30.


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D - The maximum righting lever shall occur at an angle of heel not less than 25. If this is

not practicable, alternative criteria, based on an equivalent level of safety, may be

applied subject to the approval of the Administration.

E - The initial metacentric height GM0 shall not be less than 0.15 m.

The limiting KG curves for this vessel are provided at pages 33-37. These curves include

the above provisions of intact stability criteria contained in the Code. If the vertical centre

of gravity of any sailing condition, after correction for free surface effects, lies below the

limiting KG curves, compliance with the requirements of the Code for intact stability is

ensured. It must be appreciated however, that compliance can never guarantee

survivability in the event of damage and good seamanship must prevail under such

circumstances.

2.3 Precautions Against Capsize

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.

Care should be taken that the cargo allocated to the ship is capable of being stowed so

that compliance with the criteria can be achieved. If necessary, the amount should be

limited to the extent that ballast weight may be required.

Before a voyage commences, care should be taken to ensure that the cargo, cargo

handling cranes and sizeable pieces of equipment have been properly stowed or 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.

A ship, when engaged in towing operations, should possess an adequate reserve of

stability to withstand the anticipated heeling moment arising from the tow line without

endangering the towing ship. Deck cargo on board the towing ship should be so

positioned as not to endanger the safe working of the crew on deck or impede the proper

functioning of the towing equipment and be properly secured. Tow line arrangements

should include towing springs and a method of quick release of the tow.

The number of partially filled or slack tanks should be kept to a minimum because of

their adverse effect on stability.

The stability criteria described above set minimum values, but no maximum values are

recommended. It is advisable to avoid excessive values of metacentric height, since

these might lead to acceleration forces which could be prejudicial to the ship, its

complement, its equipment and to safe carriage of the cargo. Slack tanks may, in


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exceptional cases, be used as a means of reducing excessive values of metacentric

height. In such cases, due consideration should be given to sloshing effects.

The carriage of solid bulk cargoes is not envisaged and/or permitted for this vessel.

2.3.1 Operational precautions in heavy weather

All doorways and other openings, through which water can enter into the hull or

deckhouses, forecastle, etc., should be suitably closed in adverse weather conditions

and accordingly all appliances for this purpose should be maintained on board and in

good condition.

Weathertight and watertight hatches, doors, etc., should be kept closed during

navigation, except when necessarily opened for the working of the ship and shouldalways be ready for immediate closure and be clearly marked to indicate that these

fittings are to be kept closed except for access.

The closing devices provided for vent pipes to fuel tanks should be secured in bad

weather.

2.3.2 Ship handling in heavy weather

In all conditions of loading necessary care should be taken to maintain a seaworthy

freeboard. In severe weather, the speed of the ship should be reduced if propelleremergence, shipping of water on deck or heavy slamming occurs.

Special attention should be paid when a ship is sailing in following, quartering or head

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. A

ships speed and/or course should be altered appropriately to avoid the above-

mentioned phenomena.

Reliance on automatic steering may be dangerous as this prevents ready changes tocourse which may be needed in bad weather.

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 the course changed, or

both. Freeing ports provided with closing appliances should always be capable of

functioning and are not to be locked.

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.

In severe weather, the lateral wind pressure may cause a considerable angle of heel. If


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anti-heeling measures (e.g., ballasting, use of anti-heeling devices, etc.) are used to

compensate for heeling due to wind, changes of the ship's course relative to the wind

direction may lead to dangerous angles of heel or capsizing. Therefore, heeling caused

by the wind should not be compensated with anti-heeling measures, unless, subject tothe approval by the Administration, the vessel has been proven by calculation to have

sufficient stability in worst case conditions (i.e. improper or incorrect use, mechanism

failure, unintended course change, etc.).

2.4 Operating Restrictions

a) The maximum load line draught is not to be exceeded under any normal

operational circumstance.

b) Any cargo tank cross connecting valves are to be kept closed while at sea.

c) When operating in ballast condition the forward peak ballast tank is to be pressed

full to their respective air pipes.

d) Stores and spares in the bosun store are to be adequately secured and lashed

prior to navigation.

e) Accommodation side doors to be kept closed during navigation.

f) Any other restrictions as deemed necessary by the Administration.

2.5 Masters Shipboard Procedures

Familiarisation

As part of familiarisation with the vessel all persons/crew, should be briefed on the

operation of watertight/weathertight closures.

Notices are to be posted to indicate which doors are to be kept closed at sea. These are

to be placed in clearly visible locations and next to the openings in question.

Preparing for Sea

External hull doors, port lights, windows and hatches shall be closed, secured and

recorded. The master is responsible for taking appropriate precautions whenever rough

weather is anticipated. The precautions should include (but are not limited to) the

following:

All loose gear is to be securely lashed in place.

Large or Heavy Items of outfit/equipment to be secured.

Deadlights are to be closed and secured. Secure closing devices to vents and openings as appropriate.


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STABILITY BOOKLET Page 10 of 149M/T PROGRESS Doc. No.: 14-747/C

Other Oils and LubricantsTank description Abbreviation Relative density Volume Weight VCG LCG TCG Max FSM

(m3) (tonnes) (m) (m) (m) (t*m)

Slop Tk Slop Tk 0.910 23.668 21.538 2.094 38.117 0.000 (CL) 39.522

LO Storage Tk 1 LO Stor 1 0.910 0.147 0.134 2.250 4.600 3.250 (PS) 0.006

LO Storage 2 LO Stor 2 0.910 0.170 0.155 2.250 4.352 1.750 (PS) 0.006

LO Storage 3 LO Stor 3 0.910 0.170 0.155 2.250 4.352 -1.750 (SB) 0.006

Total 24.155 21.981 2.098 37.437 0.020 (PS) 39.541

Fresh Water TanksTank description Abbreviation Relative density Volume Weight VCG LCG TCG Max FSM

(m3) (tonnes) (m) (m) (m) (t*m)

AP Tk AP Tk 1.000 33.186 33.186 2.885 0.987 0.000 (CL) 60.010

Boiler Water Tk Boiler Water Tk 1.000 27.047 27.047 2.515 3.227 0.000 (CL) 54.763

Total 60.233 60.233 2.718 1.993 0.000 (CL) 114.773

Void SpacesTank description Abbreviation Relative density Volume Weight VCG LCG TCG Max FSM

(m3) (tonnes) (m) (m) (m) (t*m)

DB 1 PS DB 1 PS 1.000 16.665 16.665 0.362 34.384 1.932 (PS) 37.941

DB 1 SB DB 1 SB 1.000 16.665 16.665 0.362 34.384 -1.932 (SB) 37.941

DB 2 PS DB 2 PS 1.000 16.738 16.738 0.362 27.986 1.934 (PS) 38.101

DB 2 SB DB 2 SB 1.000 16.738 16.738 0.362 27.986 -1.934 (SB) 38.101

DB 3 PS DB 3 PS 1.000 16.644 16.644 0.362 21.594 1.934 (PS) 37.887

DB 3 SB DB 3 SB 1.000 16.644 16.644 0.362 21.594 -1.934 (SB) 37.887

DB 4 PS DB 4 PS 1.000 16.696 16.696 0.362 15.209 1.934 (PS) 38.006

DB 4 SB DB 4 PS 1.000 16.696 16.696 0.362 15.208 -1.934 (SB) 38.006

Slop DB Void Slop DB Void 1.000 4.396 4.396 0.376 38.097 0.000 (CL) 36.933

Total 137.884 137.884 0.362 25.217 0.000 (CL) 340.805

MiscellaneousTank description Abbreviation Relative density Volume Weight VCG LCG TCG Max FSM

(m3) (tonnes) (m) (m) (m) (t*m)

Forward Store FWD Store 1.000 17.101 17.101 2.494 39.723 0.000 (CL) 8.644

Chain Locker Chain Locker 1.000 1.861 1.861 2.527 41.315 -0.379 (SB) 0.039

Total 18.962 18.962 2.497 39.879 -0.037 (SB) 8.683


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__________________________________________________________________________________________STABILITY BOOKLET Page 11 of 149M/T PROGRESS Doc.No.: 14-747/C

4.0 Intact Stability & Longitudinal Strength

Summary of intact stability

Description Draught Trim List Displ. VCG' GM' Complies

(m) (m) (Degr.) (tonnes) (m) (m)Anticipated Departure Condition 1.587 -1.578 -0.6 (SB) 448.796 3.281 1.759 YES

Anticipated Transit Conditions 1.474 -0.936 -0.1 (SB) 406.420 3.340 1.950 YES

Arrival Conditions 1.355 -0.263 0.1 (PS) 366.226 3.489 2.040 YES

Operational Condition - Typical 2.052 -1.138 0.0 (PS) 605.572 2.865 1.371 YES

Summary of bending moments and shear forces

Description SF min X SF min SF max X SF max BM min X BM min BM max X BM max(tonnes) (m) (tonnes) (m) (t*m) (m) (t*m) (m)

Anticipated Departure Condition -88.852 37.583 90.350 7.000 -0.109 44.000 1102.552 20.200

Anticipated Transit Conditions -84.166 37.583 77.607 7.500 -0.058 44.000 975.401 21.000

Arrival Conditions -79.126 37.583 64.536 7.800 -0.012 44.000 845.021 21.800

Operational Condition - Typical -19.174 23.498 35.855 6.000 -0.112 44.000 313.711 11.059

Maximum VCG' envelopeCriteria: IMO MSC.267(85) - Minimum design criteria applicable to all ships

Initial trim: 0.000

Wind silhouette: M/T PROGRESS

1.30 1.35 1.40 1.45 1.50 1.55 1.60 1.65 1.70 1.75 1.80 1.85 1.90 1.95 2.00 2.05 2.1

Mean draught BoK (m)

2.80

2.85

2.90

2.95

3.00

3.05

3.10

3.15

3.20

3.25

3.30

3.35

3.40

3.45

3.50

3.55

VCG'(m)

IMO MSC.267(85) - Minimumdesign criteria applicable to all ships

1

2

3

4


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Hydrostatic particularsList -0.6 (SB)(Degr.) GG' 0.487(m)

Draught aft pp 2.376(m) VCG' 3.281(m)

Mean moulded draught 1.587(m) Max VCG' 3.416(m)

Draught forward pp 0.798(m) GM solid 2.246(m)

Trim -1.578(m) G'M liquid 1.759(m)KM 5.040(m) Immersion rate 3.410(t/cm)

VCG 2.794(m) MCT 10.283(t*m/cm)

Draught at draught marksAP Draught Marks 2.376(m) FP Draught Marks 0.881(m)

Midship Draught Marks 1.585(m)

Summary

Description Weight VCG LCG TCG FSM (tonnes) (m) (m) (m) (t*m)

Cargo Oil Tanks 15.628 0.881 18.068 -0.217 63.75

Bunker Tanks 13.508 2.101 7.073 -0.408 0.58

Ballast Water Tanks 54.159 1.917 40.707 0.013 0.00

Other Oils and Lubricants 21.322 2.055 37.437 0.020 39.54

Fresh Water Tanks 58.426 2.687 2.003 0.000 114.77

Miscellaneous 4.200 2.593 16.631 0.000 0.00Lightship 281.552 3.183 19.103 0.000 (CL)

Deadweight 167.244 2.139 21.332 -0.047 (SB) 218.64

Displacement 448.796 2.794 19.933 -0.017 (SB) 218.64

Description Density Fill% Weight VCG LCG TCG FSM (t/m

3) (tonnes) (m) (m) (m) (t*m)

Cargo Oil TanksCOT 3 PS 0.8400 9.7 7.000 0.861 21.593 2.027 (PS) 31.83

COT 4 SB 0.8400 12.0 8.628 0.898 15.208 -2.038 (SB) 31.93

Totals for Cargo Oil Tanks 15.628 0.881 18.068 -0.217 (SB) 63.75

Bunker TanksFTk PS 0.8400 77.0 5.880 1.953 7.092 3.496 (PS) 0.27

FTk SB 0.8400 97.0 7.405 2.197 7.070 -3.499 (SB) 0.27

DO Day Tk 0.8400 97.0 0.224 2.794 6.650 -0.700 (SB) 0.05

Totals for Bunker Tanks 13.508 2.101 7.073 -0.408 (SB) 0.58

Ballast Water TanksFP Tk 1.0000 100.0 54.159 1.917 40.707 0.013 (PS) 0.00

Other Oils and Lubricants

Slop Tk 0.9100 97.0 20.891 2.051 38.117 0.000 (CL) 39.52LO Stor 1 0.9100 97.0 0.130 2.243 4.600 3.250 (PS) 0.01

LO Stor 2 0.9100 97.0 0.150 2.243 4.353 1.750 (PS) 0.01

LO Stor 3 0.9100 97.0 0.150 2.243 4.352 -1.750 (SB) 0.01

Totals for Other Oils and Lubricants 21.322 2.055 37.437 0.020 (PS) 39.54

Fresh Water TanksAP Tk 1.0000 97.0 32.191 2.857 1.004 0.000 (CL) 60.01

Boiler Water Tk 1.0000 97.0 26.236 2.478 3.230 0.000 (CL) 54.76

Totals for Fresh Water Tanks 58.426 2.687 2.003 0.000 (CL) 114.77

MiscellaneousCrew and Effects 0.500 4.000 7.500 0.000 (CL) 0.00

Stores and Spares 2.500 2.500 7.000 0.000 (CL) 0.00Other Consumables 1.200 2.200 40.500 0.000 (CL) 0.00

Totals for Miscellaneous 4.200 2.593 16.631 0.000 (CL) 0.00


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3) (tonnes) (m) (m) (m) (t*m)

Lightship 281.552 3.183 19.103 0.000 (CL)

Deadweight 124.868 1.944 26.511 -0.006 (SB) 218.64

Displacement 406.420 2.802 21.379 -0.002 (SB) 218.64

Righting levers

Heeling angle Draught Trim Displacement KN sin() VCG sin() GG' sin() TCG cos() GZ Area(Degr.) (m) (m) (tonnes) (m) (m) (m) (m) (m) (mrad)

0.0 (CL) 1.474 -0.936 406.420 0.000 0.000 0.000 0.002 -0.002 0.000

-2.0 (SB) 1.474 -0.935 406.420 0.185 0.098 0.019 0.002 0.066 0.001

-5.0 (SB) 1.472 -0.930 406.419 0.461 0.244 0.047 0.002 0.168 0.007

-10.0 (SB) 1.465 -0.915 406.420 0.919 0.487 0.093 0.002 0.337 0.029

-15.0 (SB) 1.447 -0.895 406.420 1.355 0.725 0.139 0.002 0.489 0.066

-20.0 (SB) 1.411 -0.867 406.419 1.761 0.959 0.184 0.002 0.617 0.114

-30.0 (SB) 1.261 -0.889 406.420 2.381 1.401 0.269 0.002 0.709 0.233

-40.0 (SB) 1.025 -0.991 406.418 2.652 1.801 0.346 0.001 0.504 0.343

-50.0 (SB) 0.686 -1.134 406.420 2.723 2.147 0.412 0.001 0.163 0.402

-60.0 (SB) 0.094 -1.368 406.420 2.686 2.427 0.466 0.001 -0.208 0.408

-30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60

Heeling angle ()

-0.7

-0.6

-0.5

-0.4

-0.3

-0.2

-0.1

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

Rightinglever(m)

Stability curve

IMO MSC.267(85) - Minimum design criteria applicable to all ships

Area 0 - 30=0.233

Area 0 - 40=0.343

Area 30 - 40=0.110

Max. GZ at 30 or greater=0.709

Angle of max GZ=28.7

GM=1.950

Area A=0.269

Area B=0.335

Steady wind lever

Wind gust leverAngle of heel under action of steady wind=1.6

Rollback an le=-29.5

Gust equilibrium=2.4


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SummaryMean moulded draught 1.474(m) Trim -0.936(m)

Displacement 406.420(tonnes) GM 1.950(m)

Minimum shearforce -84.166(tonnes) Distance from app 37.583(m)

Maximum shearforce 77.607(tonnes) Distance from app 7.500(m)

Maximum sagging moment -0.058(t*m) Distance from app 44.000(m)

Maximum hogging moment 975.401(t*m) Distance from app 21.000(m)

Weightlist

Description Weight VCG LCG TCG Aft Forward (tonnes) (m) (m) (m) (m) (m)

Lightship 281.552 3.183 19.103 0.000 (CL) -3.000 44.180

AP Tk 16.593 2.425 1.248 0.000 (CL) -1.738 2.741

COT 3 PS 3.500 0.781 21.594 1.966 (PS) 18.406 24.781

COT 4 SB 4.313 0.799 15.208 -1.988 (SB) 12.011 18.406

Slop Tk 20.891 2.051 38.117 0.000 (CL) 37.583 38.665

FP Tk 54.159 1.917 40.707 0.013 (PS) 38.665 44.102

FTk PS 3.817 1.620 7.150 3.485 (PS) 5.000 8.857

FTk SB 3.817 1.620 7.150 -3.485 (SB) 5.000 8.857

LO Stor 1 0.130 2.243 4.600 3.250 (PS) 4.300 4.900

LO Stor 2 0.150 2.243 4.353 1.750 (PS) 4.005 4.700

LO Stor 3 0.150 2.243 4.352 -1.750 (SB) 4.005 4.700Boiler Water Tk 13.523 1.928 3.252 0.000 (CL) 2.395 4.005

DO Day Tk 0.224 2.794 6.650 -0.700 (SB) 6.300 7.000

Crew and Effects 0.500 4.000 7.500 0.000 (CL) 4.000 12.000

Stores and Spares 2.500 2.500 7.000 0.000 (CL) 4.000 10.000

Other Consumables 0.600 2.200 40.500 0.000 (CL) 38.000 42.000

-2.5 0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 20.0 22.5 25.0 27.5 30.0 32.5 35.0 37.5 40.0 42.5 45.0

Distance fromapp(m)

-900

-800

-700

-600

-500

-400

-300

-200

-100

0

100

200

300

400

500

600

700

800

900

Bendingmoment(t*m)

Bending moment

Bending moment


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3) (tonnes) (m) (m) (m) (t*m)

Lightship 281.552 3.183 19.103 0.000 (CL)

Deadweight 84.674 1.922 36.066 0.012 (PS) 218.64

Displacement 366.226 2.892 23.025 0.003 (PS) 218.64

Righting levers


0.0 (CL) 1.355 -0.263 366.226 0.000 0.000 0.000 0.003 -0.003 0.000

2.0 (PS) 1.354 -0.261 366.226 0.193 0.101 0.021 0.003 0.068 0.001

5.0 (PS) 1.352 -0.250 366.226 0.482 0.252 0.052 0.003 0.175 0.008

10.0 (PS) 1.342 -0.214 366.226 0.959 0.502 0.104 0.003 0.350 0.031

15.0 (PS) 1.318 -0.163 366.226 1.405 0.748 0.155 0.003 0.499 0.068

20.0 (PS) 1.277 -0.096 366.226 1.820 0.989 0.204 0.003 0.624 0.117

30.0 (PS) 1.086 0.069 366.226 2.432 1.446 0.298 0.002 0.685 0.235

40.0 (PS) 0.777 0.305 366.225 2.705 1.859 0.384 0.002 0.460 0.339

50.0 (PS) 0.345 0.639 366.226 2.764 2.215 0.457 0.002 0.090 0.388

60.0 (PS) -0.362 1.090 366.226 2.699 2.504 0.517 0.001 -0.324 0.389

-40 -30 -20 -10 0 10 20 30 40 50 60

Heeling angle ()

-0.7

-0.6

-0.5

-0.4

-0.3

-0.2

-0.1

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

Rightinglever(m)

Stability curve


Area 0 - 30=0.235

Area 0 - 40=0.339

Area 30 - 40=0.104



GM=2.040

Area A=0.302

Area B=0.308

Steady wind lever

Wind gust leverAngle of heel under action of steady wind=1.8

Rollback angle=-30.9



29/153


Evaluation of criteria


International Code on Intact Stability (2008), Part A, 2.2 - 2.3

Description Attained value Criterion Required value Complies

Area 0 - 30 0.2351 (mrad) >= 0.0550 (mrad) YESArea 0 - 40 0.3387 (mrad) >= 0.0900 (mrad) YES

Area 30 - 40 0.1037 (mrad) >= 0.0300 (mrad) YES

Max. GZ at 30 or greater 0.685 (m) >= 0.200 (m) YESLower angle 30.0(Degr.)

Upper angle 90.0(Degr.)

Angle of max GZ 27.6 (Degr.) >= 25.0 (Degr.) YES

Initial metacentric height 2.040 (m) >= 0.150 (m) YES

Severe wind and rolling criterion (weather criterion) YESWind silhouette: M/T PROGRESS

Wind pressure 51.4(kg/m2)

Wind area 165.73(m2)

Steady wind lever 0.062(m)

Deck immersion angle 27.23(Degr.)Wind gust lever 0.093(m)

Ratio of areaA/areaB 0.979


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SummaryMean moulded draught 1.355(m) Trim -0.263(m)

Displacement 366.226(tonnes) GM 2.040(m)

Minimum shearforce -79.126(tonnes) Distance from app 37.583(m)

Maximum shearforce 64.536(tonnes) Distance from app 7.800(m)

Maximum sagging moment -0.012(t*m) Distance from app 44.000(m)

Maximum hogging moment 845.021(t*m) Distance from app 21.800(m)

Weightlist

Description Weight VCG LCG TCG Aft Forward (tonnes) (m) (m) (m) (m) (m)

Lightship 281.552 3.183 19.103 0.000 (CL) -3.000 44.180

AP Tk 3.319 1.896 1.791 0.000 (CL) 0.131 2.622

COT 3 PS 0.350 0.702 21.593 1.052 (PS) 18.406 24.781

COT 4 SB 0.400 0.704 15.209 -1.123 (SB) 12.011 18.406

Slop Tk 20.891 2.051 38.117 0.000 (CL) 37.583 38.665

FP Tk 54.159 1.917 40.707 0.013 (PS) 38.665 44.102

FTk PS 0.763 1.056 7.713 3.385 (PS) 5.000 9.070

FTk SB 0.763 1.056 7.713 -3.385 (SB) 5.000 9.070

LO Stor 1 0.130 2.243 4.600 3.250 (PS) 4.300 4.900

LO Stor 2 0.150 2.243 4.353 1.750 (PS) 4.005 4.700

LO Stor 3 0.150 2.243 4.352 -1.750 (SB) 4.005 4.700Boiler Water Tk 2.705 1.393 3.390 0.000 (CL) 2.395 4.005

DO Day Tk 0.023 2.620 6.650 -0.700 (SB) 6.300 7.000

Crew and Effects 0.500 4.000 7.500 0.000 (CL) 4.000 12.000

Stores and Spares 0.250 2.500 7.000 0.000 (CL) 4.000 10.000

Other Consumables 0.120 2.200 40.500 0.000 (CL) 38.000 42.000

-2.5 0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 20.0 22.5 25.0 27.5 30.0 32.5 35.0 37.5 40.0 42.5 45.0

Distance fromapp(m)

-800

-700

-600

-500

-400

-300

-200

-100

0

100

200

300

400

500

600

700

800

Bendingmoment(t*m)

Bending moment

Bending moment


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3) (tonnes) (m) (m) (m) (t*m)

MiscellaneousCrew and Effects 0.500 4.000 7.500 0.000 (CL) 0.00

Stores and Spares 2.500 2.500 7.000 0.000 (CL) 0.00

Other Consumables 1.200 2.200 40.500 0.000 (CL) 0.00Totals for Miscellaneous 4.200 2.593 16.631 0.000 (CL) 0.00

Lightship 281.552 3.183 19.103 0.000 (CL)

Deadweight 324.020 1.615 22.630 0.001 (PS) 315.21

Displacement 605.572 2.344 20.990 0.000 (PS) 315.21

Righting levers


0.0 (CL) 2.052 -1.138 605.572 0.000 0.000 0.000 0.000 0.000 0.000

2.0 (PS) 2.052 -1.138 605.572 0.148 0.082 0.018 0.000 0.047 0.001

5.0 (PS) 2.051 -1.138 605.572 0.370 0.204 0.045 0.000 0.120 0.005

10.0 (PS) 2.050 -1.134 605.572 0.742 0.407 0.091 0.000 0.244 0.021

15.0 (PS) 2.047 -1.128 605.572 1.117 0.607 0.138 0.000 0.372 0.048

20.0 (PS) 2.049 -1.165 605.573 1.462 0.802 0.185 0.000 0.474 0.085

30.0 (PS) 2.098 -1.337 605.572 1.962 1.172 0.284 0.000 0.505 0.173

40.0 (PS) 2.150 -1.614 605.572 2.280 1.507 0.381 0.000 0.391 0.253

50.0 (PS) 2.155 -2.105 605.568 2.462 1.796 0.461 0.000 0.204 0.306

60.0 (PS) 2.144 -2.893 605.572 2.513 2.030 0.504 0.000 -0.022 0.322

-30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60

Heeling angle ()

-0.5

-0.4

-0.3

-0.2

-0.1

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

Rightinglever(m)

Stability curve


Area 0 - 30=0.173

Area 0 - 40=0.253

Area 30 - 40=0.080



GM=1.371

Area A=0.135

Area B=0.268Steady wind leverWind gust lever

Angle of heel under action of steady wind=1.3

Rollback an le=-23.6



34/153


Evaluation of criteria


International Code on Intact Stability (2008), Part A, 2.2 - 2.3

Description Attained value Criterion Required value Complies

Area 0 - 30 0.1732 (mrad) >= 0.0550 (mrad) YESArea 0 - 40 0.2531 (mrad) >= 0.0900 (mrad) YES

Area 30 - 40 0.0799 (mrad) >= 0.0300 (mrad) YES

Max. GZ at 30 or greater 0.505 (m) >= 0.200 (m) YESLower angle 30.0(Degr.)

Upper angle 90.0(Degr.)

Angle of max GZ 26.9 (Degr.) >= 25.0 (Degr.) YES

Initial metacentric height 1.371 (m) >= 0.150 (m) YES

Severe wind and rolling criterion (weather criterion) YESWind silhouette: M/T PROGRESS

Wind pressure 51.4(kg/m2)

Wind area 135.76(m2)

Steady wind lever 0.030(m)

Deck immersion angle 13.96(Degr.)Wind gust lever 0.044(m)

Ratio of areaA/areaB 0.504


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________________________________________________________________________


5.1 Limiting KG Data


Criterion Description

Crit1 Area 0 - 30Crit2 Area 0 - 40

Crit3 Area 30 - 40

Crit4 Max. GZ at 30 or greater

Crit5 Angle of max GZ

Crit6 Initial metacentric height

Crit7 Severe wind and rolling criterion (weather criterion)

1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0

Draught (m)

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

6.0

6.5

7.0

MaxVCG'(m)

Calculation of maximumallowable VCG'

Area 0 - 30

Area 0 - 40

Area 30 - 40

Max. GZ at 30 or greater

Angle of max GZ

Initial metacentric height

Severe wind and rolling criterion (weather criterion

Wind silhouette: M/T PROGRESSInitial trim: -2.000(m)

Draught Crit1 Crit2 Crit3 Crit4 Crit5 Crit6 Crit7 Max VCG' Min GM'

(m) (m) (m) (m) (m) (m) (m) (m) (m) (m)1.000 5.752 5.405 4.530 4.842 3.379 6.996 3.053 3.053 4.093

1.250 5.097 4.831 4.288 4.545 3.621 5.893 3.355 3.355 2.688

1.500 4.597 4.369 4.003 4.211 3.561 5.103 3.466 3.466 1.787

1.750 4.165 3.963 3.699 3.854 3.360 4.554 3.469 3.360 1.344

2.000 3.773 3.595 3.399 3.497 3.130 4.174 3.383 3.130 1.194

2.250 3.412 3.263 3.114 3.160 2.937 3.910 3.215 2.937 1.123

2.500 3.069 2.952 2.846 2.850 2.771 3.728 2.988 2.771 1.106

2.750 2.731 2.652 2.595 2.569 2.628 3.446 2.766 2.569 1.027

3.000 2.470 2.423 2.410 2.368 2.530 2.939 0.000 0.000 3.089


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________________________________________________________________________


1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0

Draught (m)

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

6.0

6.5

7.0

MaxV

CG'(m)


Area 0 - 30

Area 0 - 40

Area 30 - 40


Angle of max GZ




Initial trim: -1.000(m)


(m) (m) (m) (m) (m) (m) (m) (m) (m) (m)1.000 5.886 5.520 4.569 4.875 3.127 7.122 2.988 2.988 4.284

1.250 5.143 4.884 4.366 4.619 3.705 5.883 3.323 3.323 2.710

1.500 4.634 4.425 4.111 4.329 3.958 5.078 3.471 3.471 1.757

1.750 4.217 4.035 3.806 3.983 3.715 4.529 3.512 3.512 1.167

2.000 3.849 3.680 3.495 3.607 3.232 4.145 3.448 3.232 1.064

2.250 3.511 3.360 3.209 3.255 2.885 3.876 3.296 2.885 1.142

2.500 3.196 3.069 2.950 2.954 2.776 3.692 3.075 2.776 1.065

2.750 2.893 2.792 2.706 2.687 2.720 3.569 2.846 2.687 1.032

3.000 2.591 2.517 2.468 2.433 2.577 3.492 2.637 2.433 1.208


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________________________________________________________________________


1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0

Draught (m)

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

6.0

6.5

7.0

MaxV

CG'(m)


Area 0 - 30

Area 0 - 40

Area 30 - 40


Angle of max GZ




Initial trim: -0.500(m)


(m) (m) (m) (m) (m) (m) (m) (m) (m) (m)1.000 5.828 5.467 4.536 4.834 3.072 6.993 2.949 2.949 4.194

1.250 5.099 4.843 4.343 4.591 3.675 5.790 3.294 3.294 2.646

1.500 4.599 4.398 4.104 4.320 4.036 5.018 3.455 3.455 1.713

1.750 4.196 4.022 3.808 3.988 3.812 4.492 3.510 3.510 1.132

2.000 3.845 3.680 3.504 3.616 3.243 4.124 3.455 3.243 1.031

2.250 3.520 3.373 3.227 3.268 2.863 3.865 3.309 2.863 1.151

2.500 3.220 3.093 2.975 2.977 2.787 3.684 3.093 2.787 1.046

2.750 2.935 2.829 2.738 2.723 2.758 3.561 2.874 2.723 0.988

3.000 2.648 2.566 2.506 2.475 2.610 3.484 2.668 2.475 1.158


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________________________________________________________________________


5.2 Explanatory Notes on Completing Sample Conditions

Calculating the Displacement and Centres of gravity

Add the appropriate weights in column 3 (WT) and, for fluids, also complete column2 (Load %) to indicate the % fill for each tank.

Add the longitudinal and vertical centres of gravity in columns 4 (LCG) and 6(VCG)

respectively.

Multiply the weight of each item by its centre of gravity to obtain the longitudinal and

vertical moments and enter in columns 5 (Long Mom) and 7 (Vertical Mom)

respectively.

From the tank capacity table enter Free Surface Moment (FSM) into column 8.

Sum columns 3, 5 and 7 and enter totals in the Total Dead Weight row.

Sum Total Dead Weight and Light Ship Weight and enter total in Displacement row

column 3.

Similarly sum Total Dead Weight and Light Ship longitudinal and vertical moments

and enter totals in the Displacement row, columns 5 and 7 respectively.

Divide Displacement row column 5 by Total Displacement row column 3 to calculate

LCG for the loading condition, and enter the result in column 4 of that row.

Divide Displacement row column 7 by Displacement row column 3 to calculate VCG

for the loading condition, and enter the result in column 6 of that row.

Sum column 8 (FSM) and enter total into Displacement row column 8.

Obtaining Draught and trim

Using the hydrostatic particulars provided for zero trim, interpolate for the

Displacement of the loading condition above and obtain values for Draught, LCB,

LCF, MCT and KMT.

Trim is calculated from the stated formula: If the LCB is forward of the LCG the trim

is by the head (bow) and if the LCB is aft of the LCG the trim is by the stern. It is to

be noted that the trim so calculated is for the length used in the formulation of the

hydrostatics usually Length between perpendiculars (LBP) and will need to be

corrected for the positions of the draught marks if significantly different.

As the yacht trims about the LCF, trim is proportioned over the length (LBP) and

either added to or subtracted from the mean Draught (Dm) depending on whether

the trim is by the stern or by the head.

Stability compliance

The Free Surface Correction (FSC) is obtained by dividing column 8 of the

Displacement row by the Displacement (column 3 of the same row).

The KG liquid (KGL) is obtained by adding the FSC to the VCG in column 6 in the

Displacement row. (The effect of free surface is a virtual rise in the vertical centre of

gravity)

The KG liquid (KGL) is compared with the KGmaxobtained from the limiting KG curve.

If the KGLis less than KGmaxthe loading condition complies with the stability criteria.


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________________________________________________________________________


Mean Draught at LCF (Dm) Trim = (separation of LCB & LCG) x Displacement = mMCT x 100

Draught Aft (DA) = DM LCF x Trim = mLBP

Draught Forward = DM Trim = m

LCF (m forward AP)

LCB (m forward AP)

MCT (TM/cm)

KMT (m AB)

VCG above base (KG)

Free Surface Correction

(FSC)

KG liquid (KGL)

KG max


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STABILITY BOOKLET M/T PROGRESS

250 300 350 400 450 500 550 600 650 700 750 800

Vol. mould (m3), Volume (m3), Displ FW(tonnes), Displ.

3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.5

KMt (m)

18.0 18.5 19.0 19.5 20.0 20.5 21.0 21.5 22.0 22.5 23.0 23.5 24.0 24.5 2

LCB (m), LCF (m)

5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5

MCT (t*m/cm)

2.6 2.7 2.8 2.9 3.0 3.1 3.2 3.3

TpCm (t/cm)

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.9

2.0

2.1

2.2

2.3

2.4

2.5

2.6

2.7

2.8

2.9

3.0

Draught(m)

Curves of form

Vol. mould

Volume

Displ FW

Displ.

LCB

LCF

KMt

MCTTpCm


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60/153


61/153


250 300 350 400 450 500 550 600 650 700 750 800 850

Vol. mould (m3), Volume (m3), Displ FW(tonnes), Displ. (to

3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50 6.7

KMt (m)

18.5 19.0 19.5 20.0 20.5 21.0 21.5 22.0 22.5 23.0 23.5

LCB (m), LCF (m)

7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0

MCT (t*m/cm)

2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45

TpCm(t/cm)

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.9

2.0

2.1

2.2

2.3

2.4

2.5

2.6

2.7

2.8

2.9

3.0

Draught(m)

Curves of form

Vol. mould

Volume

Displ FW

Displ.

LCB

LCF

KMt

MCTTpCm


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63/153


64/153


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67/153


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250 300 350 400 450 500 550 600 650 700 750 800

Vol. mould (m3), Volume (m3), Displ FW(tonnes), Disp

3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

KMt (m)

19.25 19.50 19.75 20.00 20.25 20.50 20.75 21.00 21.25 21.50 21.75 22

LCB (m), LCF (m)

8.50 8.75 9.00 9.25 9.50 9.75 10.00 10.25 10.50 10.75 11.00

MCT (t*m/cm)

3.20 3.25 3.30 3.35 3.40 3.45

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.9

2.0

2.1

2.2

2.3

2.4

2.5

2.6

2.7

2.8

2.9

3.0

Draught(m)

Curves of form

Vol. mould

Volume

Displ FW

Displ.

LCB

LCF

KMt


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250 300 350 400 450 500 550 600 650 700 750 800 850

Vol. mould (m3), Volume (m3), Displ FW(tonnes), Displ. (tonn

3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50 6.75 7

KMt (m)

20.1 20.2 20.3 20.4 20.5 20.6 20.7 20.8 20.9 21.0 21.1 21.2 21.3

LCB (m), LCF (m)

8.25 8.50 8.75 9.00 9.25 9.50 9.75 10.00 10.25 10.50 10.75 11.00 11.25 1

MCT (t*m/cm)

3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.5

TpCm(t/cm)

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.9

2.0

2.1

2.2

2.3

2.4

2.5

2.6

2.7

2.8

2.9

3.0

Draug

ht(m)

Curves of form

Vol.mould

Volume

Displ FW

Displ.

LCB

LCFKMt


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250 300 350 400 450 500 550 600 650 700 750 800 85


3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50 6.75

KMt (m)

20.9 21.0 21.1 21.2 21.3 21.4 21.5 21.6 21.7

LCB (m), LCF (m)

8.5 9.0 9.5 10.0 10.5 11.0

MCT (t*m/cm)

3.15 3.20 3.25 3.30 3.35 3.40 3.45

TpCm(t/cm)

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.9

2.0

2.1

2.2

2.3

2.4

2.5

2.6

2.7

2.8

2.9

3.0

Draught(m)

Curves of form

Vol. mould

Volume

Displ FW

Displ.

LCB

LCF

KMt


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250 300 350 400 450 500 550 600 650 700 750 800 850

Vol. mould (m3), Volume (m3), Displ FW(tonnes), Displ. (ton

3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50 6.75

KMt (m)

21.0 21.1 21.2 21.3 21.4 21.5 21.6 21.7 21.8 21.9 22.0

LCB (m), LCF (m)

8.0 8.5 9.0 9.5 10.0 10.5 11.0

MCT (t*m/cm)

3.15 3.20 3.25 3.30 3.35 3.40 3.45 3

TpCm(t/cm)

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.9

2.0

2.1

2.2

2.3

2.4

2.5

2.6

2.7

2.8

2.9

3.0

Draught(m)

Curves of form

Vol. mould

Volume

Displ FW

Displ.

LCB

LCF

KMt


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100/153


101/153


250 300 350 400 450 500 550 600 650 700 750 800 8


3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50 6

KMt (m)

21.0 21.1 21.2 21.3 21.4 21.5 21.6 21.7 21.8 21.9 22.0 22.1 22.2 22

LCB (m), LCF (m)

8.0 8.5 9.0 9.5 10.0 10.5 11.0

MCT (t*m/cm)

3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45

TpCm (t/cm)

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.9

2.0

2.1

2.2

2.3

2.4

2.5

2.6

2.7

2.8

2.9

3.0

Draught(m)

Curves of form

Vol. mould

Volume

Displ FW

Displ.

LCB

LCF

KMt


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Crosscurves

Cross curvesHeel to: Port sideTrim settings: Free to trim

Trim= -2.000

Displ. 0.0 2.0 5.0 10.0 15.0 20.0 30.0 40.0 50.0 60.0280.000 0.000 0.237 0.590 1.146 1.631 2.035 2.584 2.833 2.888 2.799

290.000 0.000 0.232 0.577 1.125 1.607 2.011 2.566 2.818 2.875 2.789

300.000 0.000 0.228 0.565 1.105 1.584 1.988 2.547 2.802 2.861 2.779

310.000 0.000 0.223 0.554 1.085 1.561 1.966 2.529 2.786 2.846 2.768

320.000 0.000 0.219 0.543 1.066 1.539 1.944 2.510 2.769 2.832 2.758

330.000 0.000 0.214 0.533 1.048 1.518 1.922 2.491 2.752 2.817 2.748

340.000 0.000 0.210 0.524 1.031 1.497 1.901 2.472 2.735 2.802 2.738

350.000 0.000 0.207 0.514 1.014 1.477 1.881 2.453 2.717 2.787 2.729360.000 0.000 0.203 0.505 0.998 1.457 1.861 2.433 2.699 2.772 2.719

370.000 0.000 0.199 0.497 0.982 1.438 1.842 2.414 2.681 2.757 2.709

380.000 0.000 0.196 0.489 0.967 1.420 1.823 2.394 2.663 2.743 2.700

390.000 0.000 0.193 0.481 0.953 1.402 1.804 2.374 2.644 2.728 2.690

400.000 0.000 0.190 0.474 0.939 1.385 1.786 2.353 2.626 2.713 2.681

410.000 0.000 0.187 0.466 0.926 1.368 1.767 2.333 2.607 2.699 2.671

420.000 0.000 0.184 0.460 0.913 1.351 1.749 2.313 2.588 2.684 2.662

430.000 0.000 0.181 0.453 0.901 1.336 1.731 2.292 2.569 2.670 2.652

440.000 0.000 0.179 0.447 0.890 1.320 1.713 2.271 2.549 2.655 2.643

450.000 0.000 0.176 0.441 0.879 1.305 1.696 2.250 2.530 2.641 2.633

460.000 0.000 0.174 0.435 0.868 1.291 1.678 2.229 2.511 2.627 2.624

470.000 0.000 0.172 0.430 0.858 1.277 1.661 2.209 2.492 2.612 2.614

480.000 0.000 0.170 0.424 0.848 1.264 1.644 2.188 2.473 2.598 2.605

490.000 0.000 0.168 0.419 0.838 1.250 1.627 2.167 2.454 2.584 2.595

500.000 0.000 0.166 0.415 0.829 1.238 1.610 2.146 2.435 2.570 2.586

510.000 0.000 0.164 0.410 0.820 1.225 1.593 2.125 2.416 2.555 2.576

520.000 0.000 0.162 0.406 0.812 1.213 1.577 2.104 2.398 2.541 2.567

530.000 0.000 0.160 0.401 0.803 1.201 1.560 2.083 2.379 2.527 2.557

540.000 0.000 0.159 0.397 0.796 1.189 1.543 2.062 2.361 2.513 2.547

550.000 0.000 0.157 0.393 0.788 1.177 1.527 2.041 2.343 2.499 2.537

560.000 0.000 0.156 0.390 0.781 1.165 1.510 2.021 2.324 2.485 2.527

570.000 0.000 0.154 0.386 0.774 1.153 1.494 2.000 2.306 2.471 2.517

580.000 0.000 0.153 0.383 0.767 1.142 1.478 1.980 2.288 2.457 2.507

590.000 0.000 0.152 0.379 0.761 1.131 1.462 1.959 2.271 2.442 2.497

600.000 0.000 0.150 0.376 0.754 1.120 1.446 1.939 2.253 2.428 2.486

610.000 0.000 0.149 0.373 0.748 1.108 1.430 1.919 2.235 2.414 2.476

620.000 0.000 0.148 0.370 0.742 1.097 1.414 1.900 2.217 2.400 2.465

630.000 0.000 0.147 0.367 0.736 1.086 1.398 1.880 2.200 2.386 2.454

640.000 0.000 0.146 0.365 0.730 1.075 1.382 1.861 2.183 2.371 2.443

650.000 0.000 0.145 0.362 0.725 1.064 1.366 1.842 2.165 2.357 2.432

660.000 0.000 0.144 0.360 0.719 1.054 1.351 1.823 2.148 2.343 2.421

670.000 0.000 0.143 0.357 0.713 1.043 1.335 1.804 2.131 2.328 2.410

680.000 0.000 0.142 0.355 0.707 1.032 1.320 1.786 2.114 2.314 2.399

690.000 0.000 0.141 0.353 0.701 1.021 1.305 1.767 2.097 2.299 2.387

700.000 0.000 0.140 0.351 0.695 1.010 1.290 1.749 2.080 2.285 2.376

710.000 0.000 0.139 0.349 0.688 0.999 1.275 1.731 2.063 2.270 2.364


129/153


130/153

________________________________________________________________________


Trim= -1.500

Displ. 0.0 2.0 5.0 10.0 15.0 20.0 30.0 40.0 50.0 60.0280.000 0.000 0.238 0.590 1.149 1.644 2.054 2.599 2.859 2.913 2.812

290.000 0.000 0.233 0.577 1.126 1.617 2.028 2.582 2.845 2.899 2.801

300.000 0.000 0.228 0.565 1.105 1.591 2.003 2.565 2.830 2.885 2.790

310.000 0.000 0.223 0.554 1.084 1.566 1.978 2.548 2.815 2.871 2.779

320.000 0.000 0.218 0.543 1.065 1.542 1.954 2.530 2.799 2.856 2.768

330.000 0.000 0.214 0.532 1.046 1.519 1.931 2.513 2.783 2.841 2.757

340.000 0.000 0.210 0.522 1.028 1.497 1.908 2.495 2.766 2.825 2.747

350.000 0.000 0.206 0.513 1.011 1.476 1.886 2.477 2.748 2.810 2.737

360.000 0.000 0.202 0.504 0.995 1.455 1.865 2.458 2.730 2.794 2.728

370.000 0.000 0.198 0.495 0.979 1.435 1.844 2.440 2.712 2.778 2.718

380.000 0.000 0.195 0.487 0.964 1.416 1.824 2.421 2.694 2.763 2.709

390.000 0.000 0.192 0.479 0.950 1.397 1.804 2.402 2.675 2.747 2.700

400.000 0.000 0.189 0.471 0.936 1.380 1.785 2.383 2.655 2.732 2.691

410.000 0.000 0.186 0.464 0.923 1.362 1.767 2.363 2.636 2.717 2.682

420.000 0.000 0.183 0.457 0.910 1.346 1.749 2.343 2.617 2.702 2.674

430.000 0.000 0.180 0.451 0.898 1.330 1.731 2.323 2.597 2.687 2.665

440.000 0.000 0.178 0.444 0.886 1.314 1.714 2.303 2.577 2.673 2.657

450.000 0.000 0.175 0.438 0.875 1.299 1.697 2.282 2.558 2.659 2.648

460.000 0.000 0.173 0.433 0.864 1.285 1.680 2.262 2.538 2.645 2.640

470.000 0.000 0.171 0.427 0.853 1.271 1.664 2.241 2.518 2.631 2.631

480.000 0.000 0.169 0.422 0.843 1.258 1.648 2.220 2.499 2.617 2.623

490.000 0.000 0.167 0.417 0.834 1.245 1.632 2.198 2.480 2.603 2.614

500.000 0.000 0.165 0.412 0.825 1.232 1.616 2.177 2.460 2.589 2.605

510.000 0.000 0.163 0.407 0.816 1.220 1.600 2.155 2.441 2.576 2.597

520.000 0.000 0.161 0.403 0.807 1.208 1.585 2.134 2.422 2.563 2.588

530.000 0.000 0.159 0.399 0.799 1.197 1.569 2.112 2.404 2.549 2.578

540.000 0.000 0.158 0.395 0.791 1.186 1.554 2.091 2.385 2.536 2.569

550.000 0.000 0.156 0.391 0.783 1.176 1.538 2.069 2.367 2.523 2.560

560.000 0.000 0.155 0.387 0.776 1.165 1.523 2.048 2.349 2.509 2.550

570.000 0.000 0.153 0.383 0.769 1.155 1.508 2.027 2.331 2.496 2.540

580.000 0.000 0.152 0.380 0.762 1.144 1.493 2.006 2.313 2.483 2.530

590.000 0.000 0.151 0.377 0.756 1.134 1.478 1.985 2.296 2.469 2.520

600.000 0.000 0.149 0.374 0.750 1.124 1.463 1.964 2.278 2.456 2.509

610.000 0.000 0.148 0.371 0.744 1.114 1.448 1.944 2.261 2.442 2.499

620.000 0.000 0.147 0.368 0.738 1.104 1.433 1.923 2.244 2.428 2.488

630.000 0.000 0.146 0.365 0.732 1.095 1.418 1.903 2.227 2.415 2.478

640.000 0.000 0.145 0.362 0.727 1.085 1.403 1.884 2.210 2.401 2.467

650.000 0.000 0.144 0.360 0.722 1.075 1.388 1.864 2.193 2.387 2.456

660.000 0.000 0.143 0.357 0.717 1.065 1.373 1.845 2.176 2.373 2.445

670.000 0.000 0.142 0.355 0.712 1.055 1.358 1.826 2.159 2.359 2.434

680.000 0.000 0.141 0.353 0.707 1.045 1.343 1.807 2.142 2.345 2.422

690.000 0.000 0.140 0.350 0.703 1.036 1.328 1.788 2.126 2.330 2.411

700.000 0.000 0.139 0.348 0.698 1.026 1.313 1.770 2.109 2.316 2.400

710.000 0.000 0.138 0.346 0.693 1.016 1.299 1.752 2.093 2.301 2.388

720.000 0.000 0.138 0.344 0.688 1.006 1.284 1.735 2.076 2.287 2.376

730.000 0.000 0.137 0.343 0.683 0.995 1.269 1.717 2.060 2.272 2.365

740.000 0.000 0.136 0.341 0.678 0.985 1.254 1.700 2.043 2.257 2.353

750.000 0.000 0.136 0.339 0.673 0.975 1.240 1.683 2.027 2.242 2.341

760.000 0.000 0.135 0.338 0.667 0.965 1.225 1.666 2.010 2.227 2.329

770.000 0.000 0.134 0.336 0.662 0.954 1.211 1.649 1.994 2.212 2.317

780.000 0.000 0.134 0.335 0.656 0.944 1.197 1.633 1.977 2.197 2.305


131/153


132/153

________________________________________________________________________


Trim= -1.000

Displ. 0.0 2.0 5.0 10.0 15.0 20.0 30.0 40.0 50.0 60.0280.000 0.000 0.236 0.586 1.139 1.641 2.058 2.592 2.866 2.917 2.811

290.000 0.000 0.231 0.573 1.117 1.612 2.031 2.577 2.852 2.904 2.800

300.000 0.000 0.226 0.561 1.095 1.585 2.005 2.561 2.838 2.890 2.788

310.000 0.000 0.221 0.549 1.075 1.558 1.979 2.545 2.823 2.876 2.777

320.000 0.000 0.216 0.538 1.056 1.533 1.954 2.529 2.807 2.861 2.765

330.000 0.000 0.212 0.527 1.037 1.509 1.929 2.513 2.791 2.846 2.754

340.000 0.000 0.207 0.517 1.020 1.486 1.905 2.497 2.774 2.830 2.743

350.000 0.000 0.203 0.508 1.003 1.464 1.882 2.480 2.757 2.814 2.733

360.000 0.000 0.200 0.499 0.987 1.443 1.859 2.464 2.739 2.798 2.723

370.000 0.000 0.196 0.490 0.971 1.423 1.837 2.446 2.721 2.782 2.714

380.000 0.000 0.193 0.482 0.956 1.404 1.816 2.429 2.702 2.766 2.706

390.000 0.000 0.190 0.474 0.942 1.385 1.795 2.411 2.684 2.750 2.699

400.000 0.000 0.187 0.467 0.928 1.368 1.775 2.393 2.665 2.734 2.691

410.000 0.000 0.184 0.460 0.915 1.351 1.756 2.374 2.646 2.719 2.684

420.000 0.000 0.181 0.453 0.903 1.335 1.737 2.355 2.626 2.704 2.677

430.000 0.000 0.179 0.446 0.890 1.319 1.719 2.336 2.607 2.689 2.670

440.000 0.000 0.176 0.440 0.879 1.304 1.702 2.316 2.587 2.675 2.663

450.000 0.000 0.174 0.434 0.868 1.289 1.685 2.296 2.567 2.661 2.655

460.000 0.000 0.171 0.429 0.857 1.275 1.669 2.276 2.547 2.648 2.648

470.000 0.000 0.169 0.423 0.847 1.262 1.654 2.255 2.528 2.635 2.640

480.000 0.000 0.167 0.418 0.837 1.248 1.639 2.234 2.508 2.622 2.632

490.000 0.000 0.165 0.413 0.827 1.236 1.624 2.213 2.489 2.610 2.624

500.000 0.000 0.163 0.409 0.818 1.223 1.609 2.192 2.469 2.597 2.615

510.000 0.000 0.162 0.404 0.809 1.212 1.595 2.170 2.450 2.585 2.606

520.000 0.000 0.160 0.400 0.801 1.200 1.581 2.148 2.432 2.573 2.597

530.000 0.000 0.158 0.396 0.793 1.189 1.567 2.127 2.413 2.560 2.588

540.000 0.000 0.157 0.392 0.785 1.178 1.553 2.105 2.395 2.548 2.579

550.000 0.000 0.155 0.388 0.777 1.168 1.540 2.083 2.377 2.536 2.569

560.000 0.000 0.154 0.384 0.770 1.158 1.526 2.061 2.360 2.523 2.560

570.000 0.000 0.152 0.381 0.763 1.148 1.512 2.039 2.342 2.511 2.550

580.000 0.000 0.151 0.377 0.757 1.139 1.499 2.017 2.325 2.498 2.540

590.000 0.000 0.149 0.374 0.750 1.129 1.485 1.996 2.308 2.485 2.530

600.000 0.000 0.148 0.371 0.744 1.120 1.471 1.975 2.292 2.472 2.520

610.000 0.000 0.147 0.368 0.738 1.112 1.457 1.954 2.275 2.459 2.510

620.000 0.000 0.146 0.365 0.733 1.103 1.443 1.933 2.259 2.446 2.500

630.000 0.000 0.145 0.362 0.727 1.094 1.429 1.913 2.242 2.432 2.489

640.000 0.000 0.144 0.360 0.722 1.086 1.415 1.893 2.226 2.419 2.479

650.000 0.000 0.143 0.357 0.717 1.077 1.401 1.873 2.210 2.405 2.468

660.000 0.000 0.142 0.355 0.712 1.069 1.386 1.853 2.193 2.391 2.457

670.000 0.000 0.141 0.353 0.708 1.060 1.372 1.834 2.177 2.377 2.447

680.000 0.000 0.140 0.350 0.703 1.051 1.357 1.816 2.161 2.363 2.436

690.000 0.000 0.139 0.348 0.699 1.043 1.342 1.798 2.145 2.349 2.425

700.000 0.000 0.138 0.346 0.695 1.034 1.328 1.780 2.128 2.334 2.414

710.000 0.000 0.138 0.344 0.691 1.025 1.313 1.762 2.112 2.320 2.402

720.000 0.000 0.137 0.342 0.687 1.016 1.298 1.745 2.096 2.306 2.391

730.000 0.000 0.136 0.341 0.684 1.007 1.283 1.728 2.080 2.291 2.380

740.000 0.000 0.135 0.339 0.680 0.998 1.269 1.712 2.063 2.277 2.368

750.000 0.000 0.135 0.337 0.676 0.989 1.254 1.695 2.047 2.262 2.357

760.000 0.000 0.134 0.336 0.672 0.979 1.239 1.680 2.031 2.247 2.345

770.000 0.000 0.134 0.334 0.668 0.969 1.225 1.664 2.014 2.232 2.333

780.000 0.000 0.133 0.333 0.663 0.959 1.211 1.648 1.998 2.217 2.322


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________________________________________________________________________


Displ. 0.0 2.0 5.0 10.0 15.0 20.0 30.0 40.0 50.0 60.0790.000 0.000 0.133 0.332 0.659 0.949 1.197 1.633 1.981 2.202 2.310

800.000 0.000 0.132 0.330 0.654 0.939 1.183 1.618 1.965 2.187 2.298

810.000 0.000 0.132 0.329 0.649 0.929 1.169 1.602 1.949 2.172 2.286

820.000 0.000 0.131 0.328 0.644 0.918 1.155 1.587 1.932 2.157 2.274

830.000 0.000 0.131 0.327 0.639 0.907 1.142 1.573 1.916 2.141 2.262

840.000 0.000 0.130 0.326 0.633 0.897 1.129 1.558 1.900 2.126 2.250

850.000 0.000 0.130 0.325 0.627 0.886 1.116 1.543 1.883 2.111 2.238

860.000 0.000 0.129 0.323 0.621 0.875 1.103 1.529 1.867 2.096 2.226

870.000 0.000 0.129 0.322 0.615 0.865 1.090 1.514 1.851 2.080 2.213

880.000 0.000 0.129 0.320 0.608 0.854 1.078 1.500 1.834 2.065 2.201

890.000 0.000 0.128 0.318 0.601 0.843 1.066 1.485 1.818 2.050 2.189

900.000 0.000 0.128 0.316 0.593 0.832 1.054 1.471 1.802 2.034 2.176

300 350 400 450 500 550 600 650 700 750 800 850 900

Displacement (tonnes)

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0

2.2

2.4

2.6

2.8

KNsin()(m)

Trim= -1.000

0.0

2.0

5.0

10.0

15.0

20.0

30.0

40.0

50.0 60.0


134/153


135/153


136/153


137/153

________________________________________________________________________


Displ. 0.0 2.0 5.0 10.0 15.0 20.0 30.0 40.0 50.0 60.0790.000 0.000 0.132 0.330 0.661 0.956 1.199 1.640 1.989 2.210 2.316

800.000 0.000 0.131 0.328 0.658 0.946 1.186 1.627 1.973 2.196 2.304

810.000 0.000 0.131 0.327 0.655 0.936 1.173 1.613 1.957 2.181 2.293

820.000 0.000 0.130 0.326 0.651 0.926 1.161 1.600 1.941 2.166 2.282

830.000 0.000 0.130 0.325 0.647 0.916 1.149 1.586 1.925 2.151 2.270

840.000 0.000 0.130 0.324 0.643 0.905 1.137 1.572 1.910 2.137 2.258

850.000 0.000 0.129 0.323 0.638 0.895 1.125 1.559 1.894 2.122 2.247

860.000 0.000 0.129 0.322 0.633 0.885 1.113 1.545 1.878 2.107 2.235

870.000 0.000 0.128 0.321 0.627 0.875 1.102 1.531 1.863 2.092 2.223

880.000 0.000 0.128 0.321 0.621 0.865 1.091 1.517 1.847 2.076 2.211

890.000 0.000 0.128 0.320 0.614 0.855 1.080 1.504 1.832 2.061 2.199

900.000 0.000 0.128 0.319 0.607 0.845 1.069 1.490 1.817 2.046 2.187

300 350 400 450 500 550 600 650 700 750 800 850 900


0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.9

2.0

2.1

2.2

2.3

2.4

2.5

2.6

2.7

2.8

2.9

KNsin()(m)

Trim= 0.000

0.0

2.0

5.0

10.0

15.0

20.0

30.0

40.0

50.0 60.0


138/153


139/153

________________________________________________________________________


Displ. 0.0 2.0 5.0 10.0 15.0 20.0 30.0 40.0 50.0 60.0790.000 0.000 0.132 0.329 0.660 0.951 1.195 1.638 1.985 2.206 2.311

800.000 0.000 0.131 0.328 0.656 0.942 1.182 1.624 1.969 2.191 2.300

810.000 0.000 0.131 0.327 0.653 0.932 1.170 1.611 1.953 2.177 2.289

820.000 0.000 0.130 0.326 0.649 0.922 1.158 1.597 1.938 2.162 2.277

830.000 0.000 0.130 0.325 0.645 0.912 1.146 1.584 1.922 2.147 2.266

840.000 0.000 0.130 0.324 0.640 0.902 1.135 1.570 1.907 2.133 2.255

850.000 0.000 0.129 0.323 0.635 0.892 1.123 1.557 1.891 2.118 2.243

860.000 0.000 0.129 0.322 0.630 0.882 1.112 1.543 1.876 2.103 2.231

870.000 0.000 0.128 0.321 0.624 0.872 1.101 1.530 1.860 2.088 2.220

880.000 0.000 0.128 0.321 0.618 0.862 1.090 1.516 1.845 2.073 2.208

890.000 0.000 0.128 0.320 0.611 0.853 1.080 1.503 1.829 2.058 2.196

900.000 0.000 0.128 0.319 0.604 0.843 1.069 1.489 1.814 2.043 2.184

300 350 400 450 500 550 600 650 700 750 800 850 900


0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.9

2.0

2.1

2.2

2.3

2.4

2.5

2.6

2.7

2.8

2.9

KN

sin()(m)

Trim= 0.250

0.0

2.0

5.0

10.0

15.0

20.0

30.0

40.0

50.0 60.0


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________________________________________________________________________


8 Lightship History

An inclining experiment was undertaken at Frodsham, UK on 23 November 2014. The

resulting lightship figures are as follows:

Lightship LCG VCG TCG

Whenever a significant change is made to the lightship, verified either by inclining

experiment, lightweight check or calculation, the results are to be indicated in the

following table and endorsed by an approved surveyor.

Lightship LCG VCG TCG Date Reason


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________________________________________________________________________


10 Beaufort Scale of Winds and Corresponding Pressures

BeaufortNumber

General DescriptionLimits of Speed in

KnotsPressure kg/m2

0 Calm below 1 0 to 0.02

1 Light air 1 to 3 0.02 to 0.2

2 Light Breeze 4 to 6 0.3 to 0.6

3 Gentle Breeze 7 to 10 0.8 to 1.7

4 Moderate Breeze 11 to 16 2.0 to 4.2

5 Fresh Breeze 17 to 21 4.8 to 7.3

6 Strong Breeze 22 to 27 8 to 12

7 Near Gale 28 to 33 13 to 18

8 Gale 34 to 40 19 to 26

9 Strong Gale 41 to 47 27 to 37

10 Storm 48 to 55 38 to 50

11 Violent Storm 56 to 63 52 to 66

12 Hurricane 64 and over 68 and over


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________________________________________________________________________


Calculation of Windmoments.

-2.5 0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 20.0 22.5 25.0 27.5 30.0 32.5 35.0 37.5 40.0 42.5 45.0

Distancefromapp(m)

M/T PROGRESS

Wind pressure 40.00 (kg/m2)

Bilge keel area: 0.000 (m2)

Draught Lateral area LCE VCE Wind area LCE VCE Wind lever Wind moment(m) (m

2) (m) (m) (m

2) (m) (m) (m) (t*m)

1.000 42.752 21.452 0.509 181.52 19.958 3.185 0.076 19.430

1.100 47.123 21.474 0.559 177.52 19.904 3.233 0.066 18.986

1.200 51.527 21.482 0.609 172.38 19.801 3.294 0.058 18.515

1.300 55.629 21.546 0.656 168.74 19.811 3.338 0.052 18.103

1.400 60.125 21.550 0.708 163.20 19.660 3.405 0.046 17.610

1.500 64.645 21.554 0.760 159.67 19.714 3.448 0.041 17.173

1.600 68.976 21.586 0.809 155.69 19.632 3.497 0.037 16.737

1.700 73.281 21.622 0.859 151.39 19.559 3.549 0.034 16.294

1.800 77.557 21.663 0.908 146.62 19.503 3.608 0.031 15.8341.900 81.838 21.701 0.957 142.83 19.390 3.654 0.028 15.409

2.000 86.147 21.729 1.007 138.43 19.306 3.708 0.026 14.959

2.100 90.487 21.748 1.057 132.25 19.008 3.784 0.023 14.429

2.200 94.733 21.775 1.106 129.81 19.114 3.815 0.022 14.067

2.300 99.261 21.767 1.158 125.41 19.017 3.870 0.020 13.604

2.400 103.15 21.825 1.203 120.97 18.916 3.926 0.018 13.176

2.500 108.12 21.765 1.260 114.21 18.530 4.011 0.017 12.569

2.600 112.65 21.752 1.311 111.96 18.695 4.040 0.015 12.221

2.700 117.17 21.739 1.363 106.63 18.660 4.109 0.014 11.712

2.800 121.71 21.723 1.415 102.96 18.469 4.157 0.013 11.295

2.900 126.27 21.706 1.467 98.214 18.355 4.220 0.012 10.818

3.000 130.85 21.688 1.519 92.851 18.289 4.293 0.011 10.304


144/153

________________________________________________________________________


Wind pressure 51.40 (kg/m2)

Bilge keel area: 0.000 (m

2

)Draught Lateral area LCE VCE Wind area LCE VCE Wind lever Wind moment(m) (m

2) (m) (m) (m

2) (m) (m) (m) (t*m)

1.000 42.752 21.452 0.509 181.52 19.958 3.185 0.098 24.968

1.100 47.123 21.474 0.559 177.52 19.904 3.233 0.085 24.398

1.200 51.527 21.482 0.609 172.38 19.801 3.294 0.075 23.792

1.300 55.629 21.546 0.656 168.74 19.811 3.338 0.067 23.263

1.400 60.125 21.550 0.708 163.20 19.660 3.405 0.059 22.629

1.500 64.645 21.554 0.760 159.67 19.714 3.448 0.053 22.067

1.600 68.976 21.586 0.809 155.69 19.632 3.497 0.048 21.508

1.700 73.281 21.622 0.859 151.39 19.559 3.549 0.044 20.937

1.800 77.557 21.663 0.908 146.62 19.503 3.608 0.040 20.347

1.900 81.838 21.701 0.957 142.83 19.390 3.654 0.036 19.800

2.000 86.147 21.729 1.007 138.43 19.306 3.708 0.033 19.222

2.100 90.487 21.748 1.057 132.25 19.008 3.784 0.030 18.541

2.200 94.733 21.775 1.106 129.81 19.114 3.815 0.028 18.077

2.300 99.261 21.767 1.158 125.41 19.017 3.870 0.026 17.482

2.400 103.15 21.825 1.203 120.97 18.916 3.926 0.024 16.932

2.500 108.12 21.765 1.260 114.21 18.530 4.011 0.021 16.151

2.600 112.65 21.752 1.311 111.96 18.695 4.040 0.020 15.704

2.700 117.17 21.739 1.363 106.63 18.660 4.109 0.018 15.050

2.800 121.71 21.723 1.415 102.96 18.469 4.157 0.017 14.513

2.900 126.27 21.706 1.467 98.214 18.355 4.220 0.016 13.901

3.000 130.85 21.688 1.519 92.851 18.289 4.293 0.014 13.241


145/153


146/153


M/T PROGRESS

INCLINING TEST REPORT


147/153


148/153


149/153


150/153


1.8 Lightship evaluation

/

: + to port

()

(

.)

(

)

(

)

Accommodation house top Loose gear 40 4.2 2 5.75

Navigation bridge Equipment and stores 10.9 0 6.1

Test weights Inclining test weight 1 1500 28.27 3.212 3.57

Inclining test weight 2 1500 32.52 -3.427 3.57

Inclining test weight 3 1500 30.87 3.222 3.57

Inclining test weight 4 1500 27.07 -3.437 3.57

Tank top along CL Tools and loose items 250 17 3 4.9

Deckhouse store Aft PS Tools and spares 150 4.9 2 4.36

Persons 3 persons in total 225 17.05 0 4.43

Forward Store Lube Oil tanks 470 39.5 1 2.4

Forward Store Paint 30 39.5 0 2.4

Forward Store Ropes and loose items 200 39.5 0 2.4

: 7.435

:

27.922 (from 0)

0.128 (from C.L.)

3.518 (from BL)


151/153


..

2.39 1 18.531 40.062 0.845 0 63.765

0.64 1 24.079 1.069 2.635 0 60.033

3 0.06 1 0.168 18.956 0.02 1.73 5.67

0.3 0.91 20.29 38.115 2.011 0 42.103

7000 0.84 5.882 7.068 1.954 3.495 0.266

9000 () 0.84 7.634 7.056 2.234 3.497 0

Daily Tk GO 70% 0.84 0.154 6.644 2.734 0.7 0.048

3 0.26 0.84 7 21.209 0.868 2.027 31.846

Cargo Tk 4 SB 0.33 Sounding 0.84 8.628 14.893 0.904 -2.038 31.946

92.366 20.766 1.762 0.108 235.677

() . () . ()

.

()

381.35 19.677 3.302 0.023

7.435 27.922 3.518 0.128

92.366 20.766 1.762 0.108

0.000 0.000 0.000 0.000

281.549 19.102 3.801 0.001

FS Corr. - 0.618

3.183


152/153

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153/153

Documents

Stability Booklet