STABILITY BOOKLET GORM

STABILITY BOOKLET

GORM DENMARK

OUXM2

H 1729

REVISION 00

alling Ship Survey

DK-5700

SVENDBORG

CONTENTS:

Intakt stabilitet, vejledning til skibets fører …………………..….………...………………………………..…………….... 3

Hydrostatics

Conditions

Crane Calculations

Appendix : Heel test report

GT and NT report

Drawings: Gorm- GA

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INTAKT STABILITET-VEJLEDNING TIL SKIBETS FØRER

Dato 22 MAR 2012

Denne bog omhandler skibets "INTAKT TRIM OG STABILITET"

1. Generelle forholdsregler mod kæntring

1.1.Overholdelse af mindstekrav til stabilitet er ingen garanti for at fartøjet ikke kan kæntre,

da dette er afhængigt af omstændighederne, og fritager ikke føreren fra sit ansvar.

Føreren bør derfor udvise omhu og godt sømandsskab, under henvisning til årstider,

vejrmeldinger, farvand og betinget af de aktuelle omstændigheder,

iværksætte nødvendige tiltag med hensyn til hastighed og kurs.

1.2 Forsigtighed bør udvises for at sikre fordeling af at lasten således at alle

kan stabilitetskravene overholdes.

Om nødvendigt må lasten begrænses i forhold til nødvendig ballast.

1.3 Føreren må beslutte rækkefølgen af olie og ferskvandstanke som der skal bruges fra

og have oversigt over ballastvand, som skal påfyldes under turen.

Føreren må før afrejse sørge for, at minimum stabilitetskrav vil blive opretholdt gennem hele

sejladsen, også med hensyn til effekter af frie væske overflader.

1.4 Før afrejse skal det kontrolleres at lasten og store enkeltlaster er blevet tilstrækkelig

stuvet/surret,for at minimere risikoen for både langskibs og tværskibs forskydning, pga skibets

bevægelse i søen . For bulk last refereres til IMO

" Code of Safe Practice for Solid Bulk Cargoes". (BC Code).

1.5 Fører en må være opmærksom på at stabiliteten kan blive negativt påvirket af forhold

som sidevind på skibe med stort vindfang, overisning, dækslast, vand på dæk ,

rulle-egenskaber og medløbende sø.

2. Fast ballast.

2.1. Hvis benyttet, skal fast ballast installeres under tilsyn af myndigheder

og på en måde som hindrer forskydning. Fast ballast må ikke fjernes

fra skibet eller flyttes uden godkendelse fra myndigheder.

3. Operationelle procedurer knyttet til vejrforhold.

3.1. Alle døre og andre åbninger, hvor vand kan komme ind i skibet skal være

forsvarlig lukket i ugunstige vejrforhold, og alle lukkemidler om bord skal være i god stand.

3.2. Vejrtætte og vandtætte luger, døre etc skal holdes lukket under sejladsen,

med mindre andet er nødvendigt for at manøvrere skibet,

og må altid være klar til øjeblikkelig lukning.

Alle løse blændklapper og lignende må holdes i god stand

og skal være tilgængeligt i dårligt vejr.

3.3. Lukningsforanstaltninger for ventilation og luftrør til olie

skal være lukket i dårligt vejr.

HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 3Page No:

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3.4. Styring med autopilot kan være farligt i dårligt vejr,

da dette kan medføre uhensigtsmæssige rorkommandoer.

3.5. I alle lastkonditioner må der tages nødvendigt hensyn for at

opretholde tilfredsstillende fribord.

3.6. Vær opmærksom på at hastigheden skal tilpasses vejrforholdene.

3.7. Særlig opmærksomhed må udvises, når et skib sejler i medløbende sø.

3.8. Vandansamlinger på dækket må undgås.

3.9. Føreren må være klar over at krappe eller brydende bølger kan forekomme i enkelte områder, eller

under visse vind og strømkombinationer. Disse bølger er specielt farlige, særligt for mindre skibe.

4. Fri væskeoverflade - effekter af væske i tanke.

4.1. Forudsat at en tank er fyldt med væske, vil der heller ikke være nogen bevægelse af væsken og

effekten på skibets stabilitet er akkurat som om tanken indeholdt et massivt materiale.

Straks en mængde af væsken er fjernet fra tanken ændres situationen dramatisk

og stabiliteten på skibet bliver negativt påvirket af det, hvilket er kendt som

"fri væskeoverflade effekt". Denne negative effekt på stabiliteten er

kendetegnet som "tab i GM" eller som en "virtuel øgning af VCG" og beregnes således:

GM, red = Tab af GM som følge af frie væskeoverflader

Tværskibs inertimoment (m4) x massefylde af væske i tank (t/m3)

GM,red = ---------------------------------------------------------------------

Fartøjets deplacement (t)

Tværskibs inertimoment af tankens væskeoverflade, ganget med massefylden

af væsken for hver tank som ikke er fyldt, skal summeres.

4.2. "Fri væskeoverflade effekt" ved forbrug af brændolie, ferskvand

og systemtanke må der tages hensyn til for såvel afgangs- som ankomstforhold.

Derfor må antal tanke som er slække holdes på et minimum for at

reducere "fri væskeoverflade effekten".

4.3. Hvis det er planlagt at påfylde ballastvand eller at lænse under sejladsen,


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må føreren sikre at de nødvendige stabilitetskriterier opfyldes til enhver tid.

5. Specielle anmærkninger angående stabilitet.

5.1. Denne lasteinstruktion er udarbejdet i relation til terminologien i kapitel 1 - Generelle

regler 10(2), bilag 1, fra den Internationale Lastelinie Konvention, 1966.

5.2. Det er vigtigt at forsikre sig at alle sejlende konditioner som minimum

opfylder kravene, som er beskrevet i IMO Resolution A.749 (18) for generel last

5.3. Zoner, områder og årstider (/Vinter Nord Atlanten - WNA) refererer til

den internationale lastelinekonvention, 1966, bilag ll, forskrift 46 til 52

Statistisk Stabilitets kurve (Gz-kurven) og krav:

Skibet skal i alle lastetilstande tilfredsstille gældende stabilitetskrav.

Maks. VCG krav for INTAKT skib

Min.GM >= 0.15mA)(kommentar) :

GMT(Venstre s.) :

>=(Sammenlign) :

0.15(Højre s.) :


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Area ( 0-30) >= 0.055mrB)(kommentar) :

GetGZArea(HeelAngle,30)(Venstre s.) :

>=(Sammenlign) :

0.055(Højre s.) :

Area ( 0-40) >= 0.090mrC)(kommentar) :

GetGZArea(HeelAngle,Min(40,FloodAngle3))(Venstre s.) :

>=(Sammenlign) :

0.09(Højre s.) :

Area (30-40) >= 0.030mrD)(kommentar) :

GetGZArea(30,Min(40,FloodAngle3))(Venstre s.) :

>=(Sammenlign) :

0.03(Højre s.) :

Turning point >= 25°E)(kommentar) :

GZMaxAngle(Venstre s.) :

>=(Sammenlign) :

25(Højre s.) :

GZ >= 0.2m at angle >=30°F)(kommentar) :

GetGZMax(30,LastAngle)(Venstre s.) :

>=(Sammenlign) :

0.2(Højre s.) :

5.4. For at kunne kontrollere stabilitetskriterierne for en bestemt lastetilstand er det

nødvendigt at gøre brug af hydrostatiske kurver/data og kryds kurver/PN-data.

Dette kræver ganske omfattende beregninger.

For enkelthedens skyld, er det mere praktisk at kontrollere stabiliteten på skibet

i en lastetilstand ved at sammenligne det faktiske virtuelle vertikale tyngdepunkt (VCG)

med "Grænsekurve for max tilladt vertikalt tyngdepunkt".

"Max VCG grænse kurven" er udarbejdet med hensyn til deplacement og stabilitets

kriterium angivet ovenfor. Der er da udarbejdet en "Max allowed VCG grænse kurve" for hvert

defineret trim, samme som for hydrostatik.

For mellemliggende trim og deplacement vil der blive udført en interpolering.

Se udarbejdet eksempel på at definere en bestemt kondition og brug af

"Max VCG grænse kurve" for at kontrollere denne kondition.

6. Brug af max tilladt VCG grænsekurver/tabeller.

6.1. En vigtig variabel at kontrollere er det virtuelle vertikale tyngdepunkt (VCG),

korrigeret for "fri væskeoverflade effekten" i tanke, for en bestemt lastetilstand.

Denne VCG bør sammenlignes med maks tilladelige VCG taget fra

Maks tilladelige VCG kurve for skibets virkelige deplacement og trim.

6.2. Nødvendige data og tegninger:

-Tank og kapacitetsplan

-Pejle/ullage tabeller for lasterum og tanke

-Hydrostatiske kurver/tabeller for defineret trimmer (eksempel):

1) - 0.500m fore


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2) 0.000m 0-trim (even)

3) + 0.250m aft

4) + 0.500m aft

-Max tilladte VCG-grænsekurver for de herover definerede trim

7. Beregningsmetode.

7.1. For at beregne en kondition kan følgende metode bruges:

7.1.1. Vægten af alle elementer oplistes (t) sammen med det

individuelle tyngdepunkt langskibs, vertikalt og tværskibs (LCG/VCG/TCG) (m).

Derefter udføres multiplikation af

dødvægt *LCG, dødvægt* VCG og dædvægt *TCG, som giver

langskibs vægtmoment, vertikalt vægtmoment og tværskibs vægtmoment (t*m)

LCG er afstanden fra AP til vægt-tyngdepunktet. POSITIV forover fra AP

VCG er afstanden fra BL til vægt-tyngdepunktet. POSITIV opover fra BASIS

TCG er afstanden fra CL til vægt-tyngdepunktet. POSITIV til SB

(se tabel )

7.2. Summen af dødvægt og letskib giver det FAKTISKE eller AKTUELLE deplacement (t)

Summer alle langskibs-,vertikale- og tværskibs- vægtmomenter (L.mom), (V.mom) og (T.mom) i sine

respektive kolonner.

Divider totalt L.mom med skibets deplacement og du har total LCG

Divider totalt V.mom med skibets deplacement og du har total VCG

(Bemærk, dette er VCG.solid uden korrektion for "fri væskeoverflade effekter" på tankene).

(Bemærk, dette er VCG.solid uden korrektion for "fri væskeoverflade effekter" på tankene).

7.3 Som nævnt i indledende instruktioner for føreren, er den "fire væskeoverflade effekt"

er udtrykt:

"Som en reduktion af GM. (GM.red)" (vertikal distance fra metacenteret til tyngdepunktet)

giver:

GM.corr =GM - GM.red

Eller, som en virtuel øgning af VCG (vertikal afstand fra BASIS LINIEN til tyngdepunktet),

giver:

VCG.corr=VCG.solid+GM.red

hvor:

Sum (i(m4)xtætheden for tankvæsken (t/m3)

GM.red = -----------------------------------------------

Deplacement af fartøjet (t)

"i" = tværskibs træghedsmoment af tankvæskens overflade. Eksempel:


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For en rektangulær tank: i = L x B^3/ (12x4)

For en trekantet tank: i = LxB^3 / (12x4)

Hvor:

L =længde på tankvæskens overflade

B-bredden på tankvæskens overflade

7.4. For at finde trim, sammenlignes den totale LCG med langskibs opdriftscenter (LCB),

og trim er fundet ved hjælp af følgende formel:

Deplacement (t) x (LCB - LCG) (m)

Trim = -------------------------------------------------- = trim (cm)

MCT1CM (t*m/cm)

Trim (DA-DF) + positiv; trim agter over

Trim (DA-DF) - negativ; trim forover

hvor:

LCB = Langskibs opdriftscenter fra AP. Se punkt 8.3, HYDROSTATISKE data for 0m trim.

MCT1CM = Moment for at trimme båden 1 cm. Se punkt 8.3, HYDROSTATISKE data for 0m trim

7.5 Find max tilladte VCG fra max tilladt VCG grænsekurve for det aktuelle

deplacement og trim. For mellemliggende trim, ligesom under pkt. 5.4. ovenfor,

findes max tilladt VCG ved lineær interpoleret mellem

defineret trim for kurvene.

7.6. Dersom totalt virtuelt vertikalt tyngdepunkt VCG.corr, efter korrektion for

"fri væskeoverflade effekt", er mindre end max tilladt vertikalt tyngdepunkt,

VCG.grænse, så er stabilitetskravene fra IMO resolution A.749(18) opfyldt.


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8. EKSEMPEL

8.1 Se kond.# 2, Max Load Departure

V.Moment T.Moment IT*SpgSpg.(t/m3) (t) (m4)(m) (m) (t*m) (t*m) (t*m)(m)

DWc VCGPos

LCG TCG L.MomentDescription (t*m)

Weight IT

0.8600 20.3 1.9 0.3 3.2852 3.82 0.131 0.733 7.950 2.55FOF.O.Tank 1

1.0000 2.9 0.1 0.1 0.0600 0.06 0.389 0.440 9.150 0.31FWF.W. Tank 2

1.0000 1.8 0.7 0.0 0.00 0.000 4.400 11.000 0.16PER2 Crew 3

1.0000 9.3 1.9 0.0 0.00 0.000 2.100 10.300 0.90PERPassenger 4

1.0000 3.5 1.0 -0.3 0.00 -1.200 4.200 14.600 0.24EQCrane 5

1.0000 9.0 8.1 0.0 0.00 0.000 2.700 3.000 3.00DLDeck Load 6

----------------------------------------------------------------------------------------------------

46.7 13.7 0.2 3.3452 3.88 0.022 1.915 6.520 7.16SUM DШDVЖGT:

185.1 56.6 -0.6 -0.021 2.176 7.120 25.99LETSKIB

====================================================================================================

231.7 70.3 -0.4 3.3452 -0.012 2.119 6.990 33.15SUM KONDITION

Solid

8.2. "Effekt af frie væskeoverflader"

(FO ) = Spg*SUM(IT) = 0.8600 t/m3 * 3.82 m4 = 3.2852 t*m

(FW ) = Spg*SUM(IT) = 1.0000 t/m3 * 0.06 m4 = 0.0600 t*m

----------------------------------------------------------------------------------------------------

Total moment af frie væskeoverflader = 3.3452 t*m

====================================================================================================

GM.red = Tot. moment af frie væskeoverflader(t*m) / Deplacement(t) = 3.3452 t*m / 33.15 t = 0.101 m

VCG.corr. = VCG.solid(m) + GM.red(m) = 2.119 m + 0.101 m = 2.220 m

8.3. Trim beregning

TRIM = Deplacement * (LCB - LCG) / MCT1CM

LCB, LCF, MCT1CM og DM.base er taget fra hydrostatiske kurver (0m trim) og

interpoleret for FAKTISK deplacement.

HYDROSTATISKE data for 0m trim:

TPCTCB MCT1CM

(m)(m) (t/cm) (t*m/cm)(m)(m3) (m) (m)(m) (t) (m)

DA DF Volume LCFDisplac. LCB VCB KMT

25.85 26.49 7.567 0.671 7.242 3.778 0.619 0.650 0.000 0.950 0.950

28.91 29.63 7.537 0.703 7.319 3.685 0.635 0.667 0.000 1.000 1.000

32.03 32.83 7.520 0.735 7.396 3.546 0.646 0.686 -0.000 1.050 1.050

35.21 36.09 7.511 0.766 7.455 3.389 0.654 0.703 0.000 1.100 1.100

F= Interpolations faktor for deplacement 33.15 t

= (33.15 t - 32.83 t) / (36.09 t - 32.83 t) = 0.098160

LCB = 7.520 m + (7.511 m - 7.520 m)*F = 7.519 m

MCT1CM = 0.686 t*m/cm + (0.703 t*m/cm - 0.686 t*m/cm)*F = 0.688 t*m/cm

LCF = 7.396 m + (7.455 m - 7.396 m)*F = 7.402 m

DM.base = 1.050 m + (1.100 m - 1.050 m)*F = 1.055 m

TRIM = 33.15 t * (7.519 m - 6.990 m)/0.688 t*m/cm = 25.5 cm = 0.255 m (aft)

KMT: Taget fra hydrostatiske kurver og interpoleret med hensyn til faktisk trim og deplacement.

*Metode og formler for beregningen er vist til sidst i dette dokument.

Hydrostatiske data for Trim #3 = #0.250 m (NEDERSTE trim)


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TPCTCB MCT1CM



29.84 30.58 6.994 0.716 7.205 3.526 0.624 0.644 0.000 1.125 0.875

32.91 33.73 7.017 0.747 7.280 3.405 0.635 0.662 0.000 1.175 0.925

Hydrostatiske data for Trim #4 = #0.500 m (ØVERSTE trim)

TPCTCB MCT1CM



30.86 31.63 6.501 0.738 7.086 3.385 0.613 0.620 0.000 1.250 0.750

33.88 34.72 6.556 0.766 7.165 3.279 0.625 0.638 0.000 1.300 0.800

D = 33.15 t

T = 0.255 m

T1 = 0.250 m

T2 = 0.500 m

D11 = 30.58 t

D12 = 33.73 t

D21 = 31.63 t

D22 = 34.72 t

V11 = KMT11 = 3.526 m

V12 = KMT12 = 3.405 m

V21 = KMT21 = 3.385 m

V22 = KMT22 = 3.279 m

KMT1 = V1 = 3.526 + (3.405 - 3.526) * (33.15 - 30.58) / (33.73 - 30.58) = 3.427 m

KMT2 = V2 = 3.385 + (3.279 - 3.385) * (33.15 - 31.63) / (34.72 - 31.63) = 3.333 m

KMT = V = 3.427 + (3.333 - (3.427)) * (0.255 - (0.250)) / (0.500 - (0.250)) = 3.425 m

GM.corr = KMT – VCG.corr = 3.425 m – 2.220 m = 1.205 m


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8.4 Beregning af dybgang og krængning

Som vi ved, vil fartøjet trimme om vandliniens opdriftscenter, LCF.

Finder middeldybgående ved LCF fra hydrostatiske data for 0.00m trim.

Deplacement =33.15 t

Trim (på LPP = 16.500 m ) = 0.255 m

TC = Trimændring pr. meter = 0.255m / 16.500m = 0.0155 m/m (aft)

Dybgang til Basislinien ved AP:

DA.base = D.mean (ved LCF&0.00m trim) + TC * (LCF)

= 1.055 m + (0.0155 m/m) * 7.402 m = 1.170 m

Agterste dybgangsmærke = 1.170 m (Se "Dybgangsmærke Skala" næste side)

Dybgang til Basislinien ved FP

DF.base = D.mean (ved LCF & 0.00m trim) - TC * (LPP-LCF)

= 1.055 m - (0.0155 m/m) * (16.500 m - 7.402 m) = 0.914 m

Forreste dybgangsmærke = 0.914 m (Se "Dybgangsmærke Skala" næste side)

Dybgang ved LPP/2 til Basislinien:

DM.base = D(LPP/2) = (DA.base + DF.base)/2

= (1.170 m + 0.914 m) / 2 = 1.042 m

Beregning af fribord:

FD.fribord = vertikal afstand fra basislinien til fribordsdæk ved LPP/2

FD.fribord = 2.350 m

Fribord = FD.fribord - DM.base

Fribord = (2.350 m - 1.042 m) = 1.308 m

Beregning af krængning:

Krængning = TCG / GM.corr (til 1 radian = 57.3°) * 57.3

= (-0.012 m / 1.205 m) * 57.3° = -0.57° PS


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Dybgangsmærke skala:

Y- højde over basislinien (m), X- afstand fra AP (m)

0.0

5.0

0.1

5.1

0.2

5.2

2- 0 2 4 6 8 01 21 41 61 81

DAML

DFML

AP FP

Freeboard

Freeboard Deck

DM.base

\DA=1.170

\DF=0.914

Base Line

Dybgan fra basislinien: Dybgang ved dybgangsmærke: Horisontal distance:

DA.base ved AP = 1.170m DA.mark = 1.170m (v/ agterste dybg. mærke) DA.base-DA.mark = 0.000m

DF.base ved FP = 0.914m DF.mark = 0.914m (v/ forreste dybg. mærke) DF.base-DF.mark = 0.000m

DA.base ved LPP/2= 1.042m DM.mark = 1.042m (v/ midterste dybg. mærke) DM.base-DM.mark = 0.000m

Fribord = 1.308m

Moulded maks. dybg. = 1.040m

REST dybgang = Moulded maks dybg. - DM.base = 1.040m -1.042m = -0.002m

DAML = Dypg. akt. Mærke linie, DNFML = Dybg. For. Mærke linie


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9. Stabilitet kontrol.

9.1. Kontrol af max tilladt VCG.

Maks. tilladelige VCG kurve

-----------------------------------------------

Trim (m) | -0.500 | 0.000 | 0.250 | 0.500

-----------------------------------------------

Displ. (t)| VCG(m) | VCG(m) | VCG(m) | VCG(m)

-----------------------------------------------

32.83 2.310 2.321 2.278 2.292

33.04 2.310 2.320 2.278 2.293

33.25 2.309 2.320 2.278 2.293

Videre kontrol med max tilladt VCG grænse kurve/data:

Find max tilladt VCG for -1.000 m trim og 0.000 m trim

VCG. Grænse: Taget fra max tilladt VCG kurver og interpoleret for faktisk depl. og trim

*Metode og formler for beregningen er vist til sidst i dette dokument.

D = 33.15 t

T = 0.255 m

T1 = 0.250 m

T2 = 0.500 m

D11 = 33.04 t

D12 = 33.25 t

D21 = 33.04 t

D22 = 33.25 t

V11 = VCG.limit11 = 2.278 m

V12 = VCG.limit12 = 2.278 m

V21 = VCG.limit21 = 2.293 m

V22 = VCG.limit22 = 2.293 m

VCG.limit1 = V1 = 2.278 + (2.278 - 2.278) * (33.15 - 33.04) / (33.25 - 33.04) = 2.278 m

VCG.limit2 = V2 = 2.293 + (2.293 - 2.293) * (33.15 - 33.04) / (33.25 - 33.04) = 2.293 m

VCG.limit = V = 2.278 + (2.293 - (2.278)) * (0.255 - (0.250)) / (0.500 - (0.250)) = 2.278 m

9.2 Konklusion

VCG.corr = 2.220 m som er UNDER grænseværdi for VCG på 2.278 m

Denne kondition opfylder alle stabillitetskriterier

10. Brug af tanke eller vægte for at kompensere for krængning af fartøjet:

Krængning=ATAN(Sum krængende moment / (GM *deplacement))

Eksempel:

TW= Vægt eller vægt af indholdet i tanken = 0.10 t

TCG = Tyngdepunktet fra CL for faktisk TW = 5.000 m

Sum af krængende moment = TW * TCG = 0.10 t * 5.000 m = 0.50 t*m

GM = 1.205 m

Deplacement inkluderet ny TW = 33.15 t + 0.10 t = 33.25 t

Krængning = ATAN(0.50 t*m / (1.205 m * 33.25 t)) = 0.72°SB

Ny krængning for kondition 2 = Krængning før vægt + Krængning = -0.57°PS + 0.72°SB= 0.15°SB


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11. Beregning for GZ-kurve. (Lineær interpolering anvendes)

For eksempel kondition: AKTUELT DEPL. = 33.15 t, AKTUELT TRIM = 0.255 m

KY-værdier hentes fra KY-tabel under NEDERSTE Trim = 0.250 m

Saved: 22 MAR 2012 ,used SS: 1-13

used APP1:

used APP2:

Sp.Grav.= 1.0250t/m3

Shell=12 (1.012)

EKSTREM Volumen(m3) = MOULDED Volumen(m3)*1.012

Deplacement(t) = EKSTREM Volumen(m3) * 1.0250/m3

-- BB side ------------------------------------------------------------------------------

Dr.# | DA(m) | DF(m) | Displ(t) | -60° | -50° | -40° | -30° | -20° | -10° | 0° |

-------------------------------------------------------------------------------------------

5 1.125 0.875 30.58 -2.200 -1.961 -1.672 -1.359 -1.002 -0.566 0.000

6 1.175 0.925 33.73 -2.191 -1.950 -1.663 -1.351 -0.992 -0.557 0.000

-------------------------------------------------------------------------------------------

-- SB side ------------------------------------------------------------------------------

Dr.# | DA(m) | DF(m) | Displ(t) | 0° | 10° | 20° | 30° | 40° | 50° | 60° |

-------------------------------------------------------------------------------------------

5 1.125 0.875 30.58 0.000 0.566 1.002 1.359 1.672 1.961 2.200

6 1.175 0.925 33.73 0.000 0.557 0.992 1.351 1.663 1.950 2.191

-------------------------------------------------------------------------------------------

NEDERSTE Depl.1 = 30.58 t

ØVERSTE Depl.1 = 33.73 t

X = (AKTUELT DEPL. - NEDERSTE Depl.1) / (ØVERSTE Depl.1 - NEDERSTE Depl.1)

= (33.15 t - 30.58 t) / (33.73 t - 30.58 t) = 0.815873

BB side SB side _

L-60 = KY(-60°) = -2.200+(-2.191-(-2.200))*X = -2.193 L0 = KY(0°) = 0.000+(0.000-(0.000))*X = 0.000

L-50 = KY(-50°) = -1.961+(-1.950-(-1.961))*X = -1.952 L10 = KY(10°) = 0.566+(0.557-(0.566))*X = 0.559

L-40 = KY(-40°) = -1.672+(-1.663-(-1.672))*X = -1.665 L20 = KY(20°) = 1.002+(0.992-(1.002))*X = 0.994

L-30 = KY(-30°) = -1.359+(-1.351-(-1.359))*X = -1.352 L30 = KY(30°) = 1.359+(1.351-(1.359))*X = 1.352

L-20 = KY(-20°) = -1.002+(-0.992-(-1.002))*X = -0.994 L40 = KY(40°) = 1.672+(1.663-(1.672))*X = 1.665

L-10 = KY(-10°) = -0.566+(-0.557-(-0.566))*X = -0.559 L50 = KY(50°) = 1.961+(1.950-(1.961))*X = 1.952

L0 = KY(0°) = 0.000+(0.000-(0.000))*X = 0.000 L60 = KY(60°) = 2.200+(2.191-(2.200))*X = 2.193


GORM - OUXM2


Dato 22 MAR 2012

KY-værdier hentes fra KY-tabel under ØVERSTE Trim = 0.500 m

-- BB side ------------------------------------------------------------------------------

Dr.# | DA(m) | DF(m) | Displ(t) | -60° | -50° | -40° | -30° | -20° | -10° | 0° |

-------------------------------------------------------------------------------------------

5 1.250 0.750 31.63 -2.175 -1.954 -1.673 -1.362 -1.000 -0.557 0.000

6 1.300 0.800 34.72 -2.165 -1.943 -1.663 -1.353 -0.990 -0.547 0.000

-------------------------------------------------------------------------------------------

-- SB side ------------------------------------------------------------------------------

Dr.# | DA(m) | DF(m) | Displ(t) | 0° | 10° | 20° | 30° | 40° | 50° | 60° |

-------------------------------------------------------------------------------------------

5 1.250 0.750 31.63 0.000 0.557 1.000 1.362 1.673 1.954 2.175

6 1.300 0.800 34.72 0.000 0.547 0.990 1.353 1.663 1.943 2.165

-------------------------------------------------------------------------------------------

NEDERSTE Depl.2 = 31.63 t

ØVERSTE Depl.2 = 34.72 t

X = (AKTUELT DEPL. - NEDERSTE Depl.2) / (ØVERSTE Depl.2 - NEDERSTE Depl.2)

= (33.15 t - 31.63 t) / (34.72 t - 31.63 t) = 0.491909

BB side SB side _

U-60 = KY(-60°) = -2.175+(-2.165-(-2.175))*X = -2.170 U0 = KY(0°) = 0.000+(0.000-(0.000))*X = 0.000

U-50 = KY(-50°) = -1.954+(-1.943-(-1.954))*X = -1.949 U10 = KY(10°) = 0.557+(0.547-(0.557))*X = 0.552

U-40 = KY(-40°) = -1.673+(-1.663-(-1.673))*X = -1.668 U20 = KY(20°) = 1.000+(0.990-(1.000))*X = 0.995

U-30 = KY(-30°) = -1.362+(-1.353-(-1.362))*X = -1.358 U30 = KY(30°) = 1.362+(1.353-(1.362))*X = 1.358

U-20 = KY(-20°) = -1.000+(-0.990-(-1.000))*X = -0.995 U40 = KY(40°) = 1.673+(1.663-(1.673))*X = 1.668

U-10 = KY(-10°) = -0.557+(-0.547-(-0.557))*X = -0.552 U50 = KY(50°) = 1.954+(1.943-(1.954))*X = 1.949

U0 = KY(0°) = 0.000+(0.000-(0.000))*X = 0.000 U60 = KY(60°) = 2.175+(2.165-(2.175))*X = 2.170

RESULTAT: KY-værdier. Der benyttes lineær interpolering for AKTUELT TRIM i beregningerne:

X = (AKTUELT TRIM - NEDERSTE Trim) / (ØVERSTE Trim - NEDERSTE Trim)

= (0.255 m - (0.250 m)) / (0.500 m - (0.250 m)) = 0.020000

BB side SB side _

KY(-60°)= L-60 + (U-60 - L-60)*X = -2.193 KY(0°) = L0 + (U0 - L0 )*X = 0.000

KY(-50°)= L-50 + (U-50 - L-50)*X = -1.952 KY(10°) = L10 + (U10 - L10 )*X = 0.559

KY(-40°)= L-40 + (U-40 - L-40)*X = -1.665 KY(20°) = L20 + (U20 - L20 )*X = 0.994

KY(-30°)= L-30 + (U-30 - L-30)*X = -1.352 KY(30°) = L30 + (U30 - L30 )*X = 1.352

KY(-20°)= L-20 + (U-20 - L-20)*X = -0.994 KY(40°) = L40 + (U40 - L40 )*X = 1.665

KY(-10°)= L-10 + (U-10 - L-10)*X = -0.559 KY(50°) = L50 + (U50 - L50 )*X = 1.952

KY(0°) = L0 + (U0 - L0 )*X = 0.000 KY(60°) = L60 + (U60 - L60 )*X = 2.193


GORM - OUXM2


Dato 22 MAR 2012

12.GZ- kurve

--------------------------------------------------

VCG.corr | [K] | 2.220 m |

TCG | [T] | -0.012 m |

GM.corr | [G] | 1.205 m |

-- BB side ---------------------------------------------------------------------------

A=Tip ° | | -60 | -50 | -40 | -30 | -20 | -10 | 0 |

SIN(A) | [1] | -0.866| -0.766| -0.643| -0.500| -0.342| -0.174| 0.000|

COS(A) | [2] | 0.500| 0.643| 0.766| 0.866| 0.940| 0.985| 1.000|

KY | [3] | -2.193| -1.952| -1.665| -1.352| -0.994| -0.559| 0.000|

VCG.corr*SIN(A) | [K]*[1]=[4] | -1.923| -1.701| -1.427| -1.110| -0.759| -0.386| 0.000|

TCG*COS(A) | [T]*[2]=[5] | -0.006| -0.008| -0.009| -0.010| -0.011| -0.012| -0.012|

GZ | [3]-[4]-[5] | -0.264| -0.243| -0.229| -0.232| -0.224| -0.161| 0.012|

----------------------------------------------------------------------------------------

-- SB side ---------------------------------------------------------------------------

A=Tip ° | | 0 | 10 | 20 | 30 | 40 | 50 | 60 |

SIN(A) | [1] | 0.000| 0.174| 0.342| 0.500| 0.643| 0.766| 0.866|

COS(A) | [2] | 1.000| 0.985| 0.940| 0.866| 0.766| 0.643| 0.500|

KY | [3] | 0.000| 0.559| 0.994| 1.352| 1.665| 1.952| 2.193|

VCG.corr*SIN(A) | [K]*[1]=[4] | 0.000| 0.386| 0.759| 1.110| 1.427| 1.701| 1.923|

TCG*COS(A) | [T]*[2]=[5] | -0.012| -0.012| -0.011| -0.010| -0.009| -0.008| -0.006|

GZ | [3]-[4]-[5] | 0.012| 0.185| 0.246| 0.252| 0.247| 0.259| 0.276|

----------------------------------------------------------------------------------------

GZ-kurve

3.0-

2.0-

1.0-

0.0

1.0

2.0

3.0

06- 04- 02- 0 02 04 06

GZ

-0.264 -0.243

-0.229 -0.232 -0.224

-0.161

0.012

0.185

0.246 0.252 0.247 0.259

0.276 0.6°PS

Følgende formler (trapez metoden) anvendes til beregning af areal under GZ-kurven

A = Areal under GZ-kurven mellem 2 nærliggende beregnede punkter x1 og x2 i meter*radianer

A = A(x1-x2)[m*rad] = (x2[°] - x1[°])/57.3[°/rad]*(GZ(x1)[m] + GZ(x2)[m])/2

A1 = A(0 - 10) = (10 - 0)/57.3*(GZ(0) + GZ(10))/2 = 0.0873*(0.012 + 0.185) = 0.017 (m*rad)

A2 = A(10 - 20) = (20 - 10)/57.3*(GZ(10) + GZ(20))/2 = 0.0873*(0.185 + 0.246) = 0.038 (m*rad)

A3 = A(0 - 20) = 0.017 + 0.038 = 0.055 (m*rad)


GORM - OUXM2


Dato 22 MAR 2012

Areal under GZ-kurven (meter*radianer)

-- BB side ------------------------------------------------

Tip | -10° | -20° | -30° | -40° | -50° | -60° |

-------------------------------------------------------------

0° | 0.013 | 0.047 | 0.087 | 0.127 | 0.168 | 0.212 |

-10° | | 0.034 | 0.074 | 0.114 | 0.155 | 0.199 |

-20° | | | 0.040 | 0.080 | 0.121 | 0.165 |

-30° | | | | 0.040 | 0.081 | 0.125 |

-40° | | | | | 0.041 | 0.085 |

-50° | | | | | | 0.044 |

-------------------------------------------------------------

-- SB side ------------------------------------------------

Tip | 10° | 20° | 30° | 40° | 50° | 60° |

-------------------------------------------------------------

0° | 0.017 | 0.055 | 0.098 | 0.142 | 0.186 | 0.233 |

10° | | 0.038 | 0.081 | 0.125 | 0.169 | 0.216 |

20° | | | 0.043 | 0.087 | 0.131 | 0.178 |

30° | | | | 0.044 | 0.088 | 0.135 |

40° | | | | | 0.044 | 0.091 |

50° | | | | | | 0.047 |

-------------------------------------------------------------


GORM - OUXM2


Dato 22 MAR 2012

13. Kontrollerer betingelser for maks. VCG kran givet i punkt 5.3

STABILLITETS KRAV: (RESULTAT: Kontrollerer værdier beregbet i H600w, ikke eksempel-værdier)

----------------------------------------------------------------------------------------------------

GZ >= 0.2m at angle >=30°(kommentar) :

GetGZMax(30,LastAngle)(Venstre s.) :

>=(Sammenlign) :

0.2(Højre s.) :

RESULTAT (BB) [Venstre >= Højre del)? : 0.2594 >= 0.2000 OK

RESULTAT (SB) [Venstre >= Højre del)? : 0.2708 >= 0.2000 OK

Min.GM >= 0.15m(kommentar) :

GMT(Venstre s.) :

>=(Sammenlign) :

0.15(Højre s.) :



Area ( 0-30) >= 0.055mr(kommentar) :

GetGZArea(HeelAngle,30)(Venstre s.) :

>=(Sammenlign) :

0.055(Højre s.) :



Area ( 0-40) >= 0.090mr(kommentar) :

GetGZArea(HeelAngle,Min(40,FloodAngle3))(Venstre s.) :

>=(Sammenlign) :

0.09(Højre s.) :



Area (30-40) >= 0.030mr(kommentar) :

GetGZArea(30,Min(40,FloodAngle3))(Venstre s.) :

>=(Sammenlign) :

0.03(Højre s.) :



Turning point >= 25°(kommentar) :

GZMaxAngle(Venstre s.) :

>=(Sammenlign) :

25(Højre s.) :




GORM - OUXM2


Dato 22 MAR 2012

* Metode og formler for beregningerne

d - aktuelt deplacement

T - aktuelt Trim

T1 - NEDERSTE Trim

T2 - ØVERSTE Trim

Værdier fra Hydrostatiske tabeller

D11 - NEDERSTE Deplacement for NEDERSTE Trim

D12 - ØVERSTE Deplacement for NEDERSTE Trim

D21 - NEDERSTE Deplacement for ØVERSTE Trim

D22 - ØVERSTE Deplacement for ØVERSTE Trim

V11 - Givet mængde for NEDERSTE Deplacement og NEDERSTE Trim

V12 - Givet mængde for ØVERSTE Deplacement og NEDERSTE Trim

V21 - Givet mængde for NEDERSTE Deplacement og ØVERSTE Trim

V22 - Givet mængde for ØVERSTE Deplacement og ØVERSTE Trim

Beregnede værdier:

V1 - Interpoleret givet mængde for FAKTISK Deplacement og NEDERSTE Trim

V2 - Interpoleret givet mængde for FAKTISK Deplacement og ØVERSTE Trim

V - Interpoleret givet mængde for FAKTISK Deplacement og FAKTISK Trim

Formler til brug for interpolering:

V1 = V11 + (V12 - V11)*(D - D11)/(D12 - D11)

V2 = V21 + (V22 - V21)*(D - D21)/(D22 - D21)

V = V1 + (V2 - V1)*(T - T1)/(T2 - T1)

**De mindre differencer mellem beregningseksemplerne i dette værk og HYPET´s beregninger

skyldes kun interpoleringsmetoden. HYPET 600w bruger parabols interpolering, imens vi

bruger lineær interpolering.

Alle hydrostatiske data, brugt i dette eksempel er hentet fra eksisterende KY-beregninger.

Normalt bruger KY-ber. større afstande mellem vandlinierne end hydrostatiske tabeller.

Siden eksemplet bruger lineær interpolering vil resultatet blive mere "korrekt" hvis man

benytter tabeller med mindre afstand mellem vandlinierne.

Hav dette i tankerne der udføres manuel beregning.


GORM - OUXM2


Dato 22 MAR 2012

Omregning- stuvningsfaktor (fod3/Ton) to Specifik vægt (ton/m3)Eksempel: 0.7978 MT/m3 = 1.016 MT/ton / (45 fod3/ton * 0.028317 m3/fod3)

45 fod3/ton = 1,016 MT/ton / (0,7978 MT/m3 * 0.028317 m3/fod3)

40 fod3/ton = 0.8970 MT/m3 = 1.1148 m3/MT 56 fod3/ton = 0.6407 MT/m3 = 1.5608 m3/MT















55 fod3/ton = 0.6524 MT/m3 = 1.5329 m3/MT

METRISK OMREGNING

Metriske ekvavilenter

Det må stærkt anbefales at anvende S.I.(Systeme Internationale) enheder+-------------------------------------------------------------------------------------------+

|MULTIPLICER MED | FOR OMREGNING FRA | TIL | |

|-------------------------------------------------------------------------------------------|

| 0.03937 | MILLIMETER | TOMMER | 25.4 || 0.3937 | CENTIMETER | TOMMER | 2.54 || 3.2808 | METER | FOD | 0.3048 || 2.2046 | KILOGRAM | PUND (lbs) | 0.45359 || 0.0009842 | KILOGRAM | TONS(2240 lbs) | 1016.047 || 0.9842 | METRISKE TONS (MT) | TONS(2240 lbs) | 1.016 || | (MT 1000kg) | | |

| 2.4998 | METRISKE TONS | TONS PR TOMME | 0.400 || |(Pr.Centimeter nedsænkning)| (Dybgang) | |

| 8.2014 | Moment til at ændre | Moment til at ændre | 0.122 || | Trim en centimetere | Trim en tomme | |

| | (MT Meter enheder) | (Fod Ton Enheder) | |

| 187.9767 | METER RADIANER | FOD GRADER | 0.0053 ||-------------------------------------------------------------------------------------------|

| | FOR OMREGNING TIL | FOR OMREGNING FRA |MULTIPLICER MED |

+-------------------------------------------------------------------------------------------+

Sammehæng mellem vægt og volumen

1 Kubikcentimeter(cm3) = 1000 Kubikmillimeter(mm3)

1 Kubikcentimeter(cm3) Ferskvand (S.G. 1.000) = 1 Gram

1000 Kubikcentimeter(cm3) Ferskvand (S.G. 1.000) = 1 Kilogram (1000 Gram

1 Kubikmeter(m3) of Freshwater (S.G. 1.000) = 1 MT (1000 Kilo)

1 Kubikmeter(m3) Saltvand (S.G. 1.025) = 1.025 MT

1 Ton saltvand (S.G. 1.025) = 0.975 Kubikmeter

1 kubikmeter(m3) = 35.3147 Kubikfod(fod3)

1 Kubikfod(fod3) = 0.0283 kubikmeter(m3)

1 U.S. Gallon = 3.7854 Kubikdecimeter(dm3) = 3.7854 Liter

1 Barrel = 42 U.S. Gallons

1 Barrel = 158.97 Liter


GORM - OUXM2

Manuelle beregninger af stabillitet og trim.

Dato 22 MAR 2012

Last kondition: 2, Max Load Departure

V.Moment T.Moment IT*SpgSpg.(t/m3) (t) (m4)(m) (m) (t*m) (t*m) (t*m)(m)

DWc VCGPos

LCG TCG L.MomentDescription (t*m)

Weight IT

0.8600FOF.O.Tank 1

1.0000FWF.W. Tank 2

1.0000PER2 Crew 3

1.0000PERPassenger 4

1.0000EQCrane 5

1.0000DLDeck Load 6

SUM DШDVЖGT:

185.1 56.6 -0.6 -0.021 2.176 7.120 25.99LETSKIB

====================================================================================================

SUM KONDITION


GORM - OUXM2

Manuelle beregninger af stabillitet og trim.

Dato 22 MAR 2012


GORM - OUXM2

C o n t e n t s Date: 22 MAR 2012

Description Page

...................................................................................................................................................................................................................................... 24The HYPET definitions.

...................................................................................................................................................................................................................................... 25Ship's main data

...................................................................................................................................................................................................................................... 27The list of Ship's hull sections

...................................................................................................................................................................................................................................... 28The details of Ship's hull sections

...................................................................................................................................................................................................................................... 41The List of tanks

...................................................................................................................................................................................................................................... 42The drawings of tanks

...................................................................................................................................................................................................................................... 43The list of flood points

...................................................................................................................................................................................................................................... 44The tank tables: tables only.

...................................................................................................................................................................................................................................... 46Hydrostatic: Table & Graphics

...................................................................................................................................................................................................................................... 50Deadweight scale

...................................................................................................................................................................................................................................... 51KY: Table

...................................................................................................................................................................................................................................... 55KY: Graphics

...................................................................................................................................................................................................................................... 59The max.VCG limit curves: Graphics 2

...................................................................................................................................................................................................................................... 60The max.VCG limit curves: Interpolated table

...................................................................................................................................................................................................................................... 64The Lateral plane, Freeboard, Draft mark

23Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg

GORM - OUXM2

The HYPET definitions. Date: 22 MAR 2012

ShortCut Unit Description-------------------------------------------------------------------------------------------------------------BASE (BL) BASE Line. Horizontal line, vertical placed above Keel at LPP/2CL The Ships Centre LineAP Aft Perpendicular. Defined as a vertical line through the Rudder axisFP Fore Perpendicular. The construction waterline cuts the bow at FP Also defined as LPP metres in front of AP

LPP m Length between Perpendiculares. (From AP to FP)LOA m Total SHIP Length. The largest length for the Ship.DA m Draught at AP. Measured above BASEDF m Draught at FP. Measured above BASE

LCG m Longitudinal Centre of Gravity measured from APVCG (KG) m Uncorrected Vertical Centre of Gravity, measured above BASE.VCG_Cor. m VCG + Cor.for It [Sum:(Sp.gr.*It)] / [Sum:(Sp.Gr.*VolumeDispl)]VCG_Max m Maximum allowed VCG. Taken from the VCG limit curvesTCG m Transverse Centre of Gravity from CLLCB/ VCB/ TCB m Longitudinal/ Vertical/ Transverse Centre of Buoyancy from AP/ BASE/ CLVL_Area m2 The Waterline areaLCF/ TCF m Longitudinal/ Transverse Centre of Flotation from AP/ CL. (CoG for VL_Area)IT/ IL m4 Transverse/ Longitudinal moment of inertia for Waterline.IP m3 Polar moment of inertia for Waterline.BMT/ BML m Transverse/ Longitudinal Metacentre radius: (IT/Displ) / (IL/Displ)KMT/ KML m Transverse/ Longitudinal Metacentre height: (BMT+VCB) / (BML+VCB)GMT/ GML m GMT=(KMT-VCG)/ GML=(KML-VCG)GZ m Righting arm. Transverse distance between BUOYANCY and WEIGHT load line.MR MetresRadians. To measure the area under the GZ curveTPC T/cm Ton Per Cm immersionMCT1CM T Necessary moment to TRIM the ship 1 Cm [m4*T/m3/m] = [T]Heeling (V) ° Heelage in Degrees against SB(+) and PS(-)Turning When heeling, the waterline will not be symmetrical. Waterline Trim/ Turn at LCF/ TCFDisplacement T or m3 Weight-Displacement in Tonnes or Volume-Displacement in m3FSM T*m Free surface moment

Trim = (DA-DF) | Units | AxisTrim Aft(positive) | Length: Metres (m) | AP Longitudinal referance -Aft +ForeTrim Fore(negative) | Weight: Tonnes (T) | BASE Vertical referance -Under +Above | | CL Transverse referance -PS(Port Side) +SB(Starboard)

AbbreviationsCoG Centre of Gravity in metres from AP, BASE and CLCoB Centre of Buoyancy in metres from AP, BASE and CLSp.gr. Specific gravity in T/m3

GZ = GM * SIN(V) + MSGZ = PN - PG * SIN(V)PN = KY when KP = 0


GORM - OUXM2

Maindata

Date: 22 MAR 2012

C:\Rakesh-Hypet-files\GORM\Path to ship:

Prefix: 1

Y

Z

AP

FP ->X

\10

Buildfirm:

Project:

Signature:

Date:

Lpp (m):

Loa (m):

Moulded Breadth(m):

Moulded Depth(m):

Sections:

Boxes:

Volume sections:

Spec.gravity (t/m3):

16.500

Kvalvik Mek. Verksted, Nordvernes

ShellAddition(x/1000):

18.600

Appendages:

Stability - H 1729

Constr.Trim (m):

4.920

1.0250

VSS/RK

Keelpl. at AP (m):

2.350

1.040Moulded max.Draft(m):

Min. Slamming (m): 0.000

12

22 Feb. 2012

Keelpl. at FP (m):

0.000

0.000

0.000

SectionSpacing: 1

GZ angles (deg): 10,20,30,40,50,60

1-13


GORM - OUXM2

Maindata

Date: 22 MAR 2012

C:\Rakesh-Hypet-files\GORM\Path to ship:

Prefix: 1

Y

Z

Y

Z

AP FP ->X \10

Y

Z AP FP ->X \10


GORM - OUXM2

The list of Ship's hull sections Date: 22 MAR 2012

Sections:

0.0

8.0

6.1

4.2

2.3

0.4

5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2

\b

\a

\b

\a

\b

\a

\b

\a

\b

\a

\b

\a

\b

\a

\b

\a

\b

\a

\b

\a \a \a \a

No From AP (input) From AP (m) Points (input) Points No From AP (input) From AP (m) Points (input) Points

1 0.000 0.000 4 4 8 11.500 11.500 8 8

2 1.650 1.650 4 4 9 13.200 13.200 7 7

3 3.400 3.400 3.12 6 10 14.850 14.850 6 6

4 4.950 4.950 7 7 11 16.500 16.500 6 6

5 6.600 6.600 7 7 12 17.500 17.500 3 3

6 8.250 8.250 8 8 13 18.700 18.700 3 3

7 9.900 9.900 8 8


GORM - OUXM2

Date: 22 MAR 2012

Section # 1 (0.000). Distance from AP (m): 0.000 Points: 4(4)

0.0

8.0

6.1

4.2

2.3

0.4

8.4

4.2- 6.1- 8.0- 0.0 8.0 6.1 4.2

1

2-b

3-a 4

P Breadth (m) Height (m)

1 0.000 0.250

2 1.805 0.893

3 2.014 2.350

4 0.000 2.414


GORM - OUXM2

Date: 22 MAR 2012


0.0

8.0

6.1

4.2

2.3

0.4

8.4

4.2- 6.1- 8.0- 0.0 8.0 6.1 4.2

1

2-b

3-a 4


1 0.000 0.221

2 1.958 0.913

3 2.134 2.350

4 0.000 2.416


GORM - OUXM2

Date: 22 MAR 2012

Section # 3 (3.400). Distance from AP (m): 3.400 Points: 6(3.12)

0.0

5.0

0.1

5.1

0.2

5.2

0.3

5.3

0.4

5.4

0.5

5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2

1

2-b

3 4

5-a 6


1 0.000 0.189

2 2.100 0.928

3 2.243 2.349

4 0.000 2.421

5 2.343 3.350

6 0.000 3.426


GORM - OUXM2

Date: 22 MAR 2012


0.0

5.0

0.1

5.1

0.2

5.2

0.3

5.3

0.4

5.4

0.5

5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2

1

2

3

4

5-b

6-a 7


1 0.000 0.161

2 0.500 0.333

3 0.998 0.510

4 1.499 0.688

5 2.205 0.945

6 2.402 3.348

7 0.000 3.428


GORM - OUXM2

Date: 22 MAR 2012


0.0

5.0

0.1

5.1

0.2

5.2

0.3

5.3

0.4

5.4

0.5

5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2

1

2

3

4

5-b

6-a 7


1 0.000 0.129

2 0.502 0.307

3 1.001 0.484

4 1.498 0.667

5 2.295 0.964

6 2.442 3.347

7 0.000 3.430


GORM - OUXM2

Date: 22 MAR 2012


0.0

5.0

0.1

5.1

0.2

5.2

0.3

5.3

0.4

5.4

0.5

5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2

1

2

3

4

5

6-b

7-a 8


1 0.000 0.096

2 0.500 0.273

3 0.998 0.463

4 1.500 0.659

5 1.999 0.857

6 2.333 0.991

7 2.458 3.351

8 0.000 3.429


GORM - OUXM2

Date: 22 MAR 2012


0.0

5.0

0.1

5.1

0.2

5.2

0.3

5.3

0.4

5.4

0.5

5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2

1

2

3

4

5

6-b

7-a 8


1 0.000 0.064

2 0.498 0.246

3 0.997 0.448

4 1.500 0.669

5 1.999 0.901

6 2.308 1.050

7 2.459 3.351

8 0.000 3.429


GORM - OUXM2

Date: 22 MAR 2012


0.0

5.0

0.1

5.1

0.2

5.2

0.3

5.3

0.4

5.4

0.5

5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2

1

2

3

4

5

6-b

7-a 8


1 0.000 0.036

2 0.499 0.232

3 0.998 0.468

4 1.498 0.734

5 1.998 1.021

6 2.205 1.150

7 2.438 3.352

8 0.000 3.430


GORM - OUXM2

Date: 22 MAR 2012


0.0

5.0

0.1

5.1

0.2

5.2

0.3

5.3

0.4

5.4

0.5

5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2

1

2

3

4

5-b

6-a 7


1 0.000 0.034

2 0.499 0.277

3 0.998 0.592

4 1.498 0.960

5 1.938 1.318

6 2.337 3.350

7 0.000 3.428


GORM - OUXM2

Date: 22 MAR 2012


0.0

8.0

6.1

4.2

2.3

0.4

8.4

4.2- 6.1- 8.0- 0.0 8.0 6.1 4.2

1

2

3

4-b

5-a 6


1 0.000 0.179

2 0.499 0.571

3 0.998 1.068

4 1.438 1.564

5 2.099 3.352

6 0.000 3.419


GORM - OUXM2

Date: 22 MAR 2012


0.0

6.0

2.1

8.1

4.2

0.3

6.3

8.1- 2.1- 6.0- 0.0 6.0 2.1 8.1 4.2

1

2

3

4

5-a 6


1 0.000 1.000

2 0.192 1.253

3 0.371 1.503

4 0.627 1.865

5 1.567 3.351

6 0.000 3.401


GORM - OUXM2

Date: 22 MAR 2012


0.0

6.0

2.1

8.1

4.2

0.3

6.3

2.1- 6.0- 0.0 6.0 2.1 8.1 4.2

1

2-a 3


1 0.000 2.093

2 1.014 3.352

3 0.000 3.381


GORM - OUXM2

Date: 22 MAR 2012


0.0

6.0

2.1

8.1

4.2

0.3

6.3

6.0- 0.0 6.0 2.1 8.1 4.2 0.3 6.3

1 2-a 3


1 0.000 3.343

2 0.002 3.351

3 0.000 3.351


GORM - OUXM2

The list of tanks. Date: 22 MAR 2012

No Description Volume DWc Sp.Gr. Weight LCG VCG TCG Max.IT Corr. Flood points Used Volume sections

(m3) DWc (t/m3) (t) (m) (m) (m) (m4) factor

1 F.O.Tank 3.03 FO 0.8600 2.61 7.950 0.740 0.134 3.8 1.00000 1

2 F.W. Tank 0.32 FW 1.0000 0.32 9.150 0.444 0.390 0.1 1.00000 2


GORM - OUXM2The drawings of tanks

Date: 22 MAR 2012

Y

Z

AP

FP ->X

\10 PL

Y

Z AP FP ->X \10

PL

Y

Z

AP FP ->X \10 PL

PL

PL

PL

Tank No: 1

Used VolSections: 1 Flood points:

Description: F.O.Tank

Total uncorr. volume (m3): 3.03

Total corr. volume (m3): 3.03x 1.00000 3.03

Y

Z

AP

FP ->X

\10 PL

Y

Z AP FP ->X \10 PL

Y

Z

AP FP ->X \10 PL

PL

PL

PL

Tank No: 2

Used VolSections: 2 Flood points:

Description: F.W. Tank

Total uncorr. volume (m3): 0.32

Total corr. volume (m3): 0.32x 1.00000 0.32


GORM - OUXM2

Date: 22 MAR 2012The list of flood points

No Type From AP (m) From CL (m) Above BASE (m)DEUse From AP (input)Commentary

4.1203.6v 1 2.193Engine room opening 3.6003


GORM - OUXM2

Tank table. Heeling angle = 0.0(°) Date: 22 MAR 2012

Tank No: 1 F.O.Tank

0.1Waterline-space (m):

1.00000Correction factor:

0

Vol. sections: 1

Trims: NOSet IT/IP/IL to 0:

Pipe data:

No From AP (m) Above BL (m)From CL (m)

1 7.4 0.100 -1.300

2 7.4 1.120 -1.300

Height Corrected VOLUMES (M3) LCG VCG TCG IT

Sound. TRIMMED Waterline (DA-DF) in M From AP Ab.BASE From CL Transv.

0=0.100 0.000 (m) (m) (m) (m4)

0.000 0.00 7.950 0.167 -0.002 0.02

0.100 0.04 7.950 0.167 -0.002 0.02

0.200 0.14 7.950 0.234 -0.004 0.14

0.300 0.32 7.950 0.300 -0.006 0.47

0.400 0.57 7.950 0.367 -0.008 1.11

0.500 0.88 7.950 0.434 -0.010 2.17

0.600 1.26 7.950 0.498 0.005 2.96

0.700 1.67 7.950 0.560 0.047 3.82

0.800 2.09 7.950 0.619 0.086 3.82

0.900 2.52 7.950 0.675 0.112 3.82

1.000 2.95 7.950 0.730 0.131 3.82

1.020 3.03 7.950 0.740 0.134 0.00


GORM - OUXM2

Tank table. Heeling angle = 0.0(°) Date: 22 MAR 2012

Tank No: 2 F.W. Tank

0.1Waterline-space (m):

1.00000Correction factor:

0

Vol. sections: 2

Trims: NOSet IT/IP/IL to 0:

Pipe data:

No From AP (m) Above BL (m)From CL (m)

1 8.8 0.090 0.100

2 8.8 0.650 0.100

Height Corrected VOLUMES (M3) LCG VCG TCG IT

Sound. TRIMMED Waterline (DA-DF) in M From AP Ab.BASE From CL Transv.

0=0.090 0.000 (m) (m) (m) (m4)

0.000 0.00 9.150 0.157 0.088 0.00

0.100 0.01 9.150 0.157 0.088 0.00

0.200 0.05 9.150 0.224 0.176 0.01

0.300 0.11 9.150 0.290 0.263 0.04

0.400 0.19 9.150 0.355 0.341 0.06

0.500 0.27 9.150 0.412 0.378 0.06

0.560 0.32 9.150 0.444 0.390 0.00


GORM - OUXM2/Intact ship

Hydrostatic calculation. Shell = 12, Sp.Gravity = 1.0250 t/m3 Date: 22 MAR 2012

Trim No: Trim (DA-DF) (m): -0.500 1

Appe1 (Boxes):

Draft step, No: .01,25

Appe2 (V. sections):

0.800 0.010*25=>1.050Start mean draft (m):

TPCM.VolumeDr. #

MCT1CM

(m)(m) (t/cm) (t*m/cm)(m3) (m3) (m) (m)(m) (t) (m)


16.6 17.05 9.259 0.584 1 8.133 2.952 0.483 0.490 16.4 0.550 1.050

17.1 17.54 9.228 0.590 2 8.113 2.990 0.490 0.499 16.9 0.560 1.060

17.6 18.03 9.197 0.596 3 8.093 3.028 0.497 0.508 17.4 0.570 1.070

18.1 18.53 9.167 0.602 4 8.073 3.066 0.505 0.517 17.9 0.580 1.080

18.6 19.04 9.138 0.608 5 8.054 3.105 0.512 0.526 18.4 0.590 1.090

19.1 19.56 9.109 0.614 6 8.036 3.143 0.520 0.535 18.9 0.600 1.100

19.6 20.08 9.081 0.621 7 8.018 3.181 0.527 0.544 19.4 0.610 1.110

20.1 20.61 9.053 0.627 8 8.000 3.219 0.534 0.553 19.9 0.620 1.120

20.6 21.15 9.026 0.633 9 7.983 3.258 0.541 0.561 20.4 0.630 1.130

21.2 21.69 9.000 0.639 10 7.966 3.296 0.549 0.570 20.9 0.640 1.140

21.7 22.25 8.974 0.645 11 7.949 3.335 0.556 0.579 21.4 0.650 1.150

22.2 22.81 8.948 0.651 12 7.933 3.374 0.563 0.588 22.0 0.660 1.160

22.8 23.37 8.923 0.658 13 7.917 3.413 0.571 0.596 22.5 0.670 1.170

23.4 23.95 8.899 0.664 14 7.901 3.451 0.578 0.605 23.1 0.680 1.180

23.9 24.53 8.875 0.670 15 7.886 3.490 0.585 0.613 23.6 0.690 1.190

24.5 25.12 8.852 0.676 16 7.871 3.528 0.592 0.622 24.2 0.700 1.200

25.1 25.71 8.829 0.683 17 7.856 3.567 0.600 0.631 24.8 0.710 1.210

25.7 26.32 8.806 0.689 18 7.842 3.606 0.607 0.639 25.4 0.720 1.220

26.3 26.93 8.784 0.695 19 7.828 3.646 0.614 0.648 26.0 0.730 1.230

26.9 27.55 8.763 0.701 20 7.814 3.685 0.621 0.656 26.6 0.740 1.240

27.5 28.17 8.742 0.708 21 7.800 3.710 0.628 0.665 27.2 0.750 1.250

28.1 28.80 8.721 0.714 22 7.784 3.721 0.634 0.673 27.8 0.760 1.260

28.7 29.44 8.700 0.720 23 7.770 3.725 0.639 0.681 28.4 0.770 1.270

29.3 30.08 8.680 0.726 24 7.755 3.724 0.644 0.689 29.0 0.780 1.280

30.0 30.73 8.661 0.732 25 7.742 3.723 0.649 0.698 29.6 0.790 1.290

30.6 31.38 8.642 0.739 26 7.730 3.716 0.653 0.705 30.2 0.800 1.300

Mean draft (DA+DF)/2 in metres above base, Trim #:1, -0.5m

87.0 18.0 48.0 78.0 09.0 39.0 69.0 99.0 20.1 50.1

61 81 02 22 42 62 82 03 23 43 63 83

61 81 02 22 42 62 82 03 23 43 63 83

46.8 67.8 88.8 00.9 21.9 42.9 63.9 84.9 06.9 27.9 48.9 69.9

85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0 67.0 87.0 08.0

86.7 67.7 48.7 29.7 00.8 80.8 61.8 42.8 23.8 04.8 84.8 65.8

88.2 69.2 40.3 21.3 02.3 82.3 63.3 44.3 25.3 06.3 86.3 67.3

84.0 05.0 25.0 45.0 65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0

84.0 25.0 65.0 06.0 46.0 86.0 27.0 67.0 08.0 48.0 88.0 29.0

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)

Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg 46



Trim No: Trim (DA-DF) (m): 0.000 2

Appe1 (Boxes):




TPCM.VolumeDr. #

MCT1CM



17.5 17.92 7.729 0.572 1 7.279 3.276 0.518 0.547 17.3 0.800 0.800

18.0 18.44 7.716 0.578 2 7.271 3.320 0.525 0.555 17.8 0.810 0.810

18.5 18.97 7.704 0.585 3 7.262 3.364 0.532 0.563 18.3 0.820 0.820

19.0 19.51 7.691 0.592 4 7.254 3.408 0.539 0.571 18.8 0.830 0.830

19.6 20.05 7.679 0.598 5 7.246 3.453 0.547 0.579 19.3 0.840 0.840

20.1 20.60 7.668 0.605 6 7.238 3.497 0.554 0.587 19.9 0.850 0.850

20.6 21.16 7.656 0.611 7 7.230 3.542 0.561 0.595 20.4 0.860 0.860

21.2 21.72 7.645 0.618 8 7.223 3.586 0.569 0.602 20.9 0.870 0.870

21.8 22.30 7.634 0.625 9 7.216 3.631 0.576 0.610 21.5 0.880 0.880

22.3 22.88 7.623 0.631 10 7.209 3.675 0.583 0.618 22.1 0.890 0.890

22.9 23.46 7.613 0.638 11 7.204 3.717 0.590 0.625 22.6 0.900 0.900

23.5 24.06 7.603 0.645 12 7.201 3.757 0.597 0.632 23.2 0.910 0.910

24.1 24.66 7.593 0.651 13 7.206 3.784 0.603 0.638 23.8 0.920 0.920

24.6 25.27 7.584 0.658 14 7.215 3.803 0.609 0.642 24.4 0.930 0.930

25.2 25.88 7.575 0.664 15 7.227 3.814 0.614 0.646 24.9 0.940 0.940

25.8 26.49 7.567 0.671 16 7.242 3.815 0.619 0.650 25.5 0.950 0.950

26.5 27.11 7.560 0.677 17 7.258 3.808 0.623 0.653 26.1 0.960 0.960

27.1 27.74 7.554 0.684 18 7.273 3.792 0.626 0.657 26.7 0.970 0.970

27.7 28.37 7.548 0.690 19 7.289 3.772 0.629 0.660 27.3 0.980 0.980

28.3 29.00 7.542 0.697 20 7.305 3.753 0.632 0.664 28.0 0.990 0.990

28.9 29.63 7.537 0.703 21 7.319 3.721 0.635 0.667 28.6 1.000 1.000

29.5 30.27 7.533 0.709 22 7.335 3.690 0.637 0.671 29.2 1.010 1.010

30.2 30.91 7.529 0.716 23 7.351 3.661 0.639 0.675 29.8 1.020 1.020

30.8 31.55 7.525 0.722 24 7.366 3.632 0.642 0.679 30.4 1.030 1.030

31.4 32.19 7.522 0.728 25 7.381 3.605 0.644 0.682 31.0 1.040 1.040

32.0 32.83 7.520 0.735 26 7.396 3.580 0.646 0.686 31.7 1.050 1.050

Mean draft (DA+DF)/2 in metres above base, Trim #:2, 0m

87.0 18.0 48.0 78.0 09.0 39.0 69.0 99.0 20.1 50.1

61 81 02 22 42 62 82 03 23 43 63

61 81 02 22 42 62 82 03 23 43 63

84.7 25.7 65.7 06.7 46.7 86.7 27.7 67.7 08.7 48.7 88.7

65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0 67.0

02.7 22.7 42.7 62.7 82.7 03.7 23.7 43.7 63.7 83.7 04.7

2.3 3.3 4.3 5.3 6.3 7.3 8.3 9.3 0.4 1.4 2.4

05.0 25.0 45.0 65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0

45.0 65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)





Appe1 (Boxes):




TPCM.VolumeDr. #

MCT1CM



18.4 18.86 6.963 0.588 1 6.911 3.553 0.534 0.559 18.2 0.925 0.675

18.9 19.39 6.962 0.595 2 6.911 3.593 0.541 0.566 18.7 0.935 0.685

19.5 19.94 6.960 0.602 3 6.920 3.617 0.548 0.571 19.2 0.945 0.695

20.0 20.49 6.959 0.608 4 6.932 3.633 0.553 0.576 19.8 0.955 0.705

20.5 21.05 6.959 0.615 5 6.944 3.651 0.559 0.581 20.3 0.965 0.715

21.1 21.61 6.959 0.621 6 6.956 3.670 0.565 0.586 20.8 0.975 0.725

21.6 22.18 6.959 0.628 7 6.970 3.682 0.570 0.590 21.4 0.985 0.735

22.2 22.75 6.959 0.634 8 6.985 3.690 0.575 0.594 21.9 0.995 0.745

22.8 23.33 6.960 0.641 9 7.000 3.699 0.580 0.599 22.5 1.005 0.755

23.3 23.91 6.961 0.647 10 7.015 3.709 0.585 0.603 23.1 1.015 0.765

23.9 24.50 6.963 0.654 11 7.031 3.709 0.590 0.607 23.6 1.025 0.775

24.5 25.09 6.964 0.660 12 7.050 3.699 0.594 0.611 24.2 1.035 0.785

25.1 25.69 6.967 0.666 13 7.068 3.691 0.598 0.615 24.8 1.045 0.795

25.6 26.29 6.969 0.673 14 7.086 3.684 0.602 0.618 25.3 1.055 0.805

26.2 26.89 6.972 0.679 15 7.103 3.676 0.606 0.622 25.9 1.065 0.815

26.8 27.50 6.975 0.685 16 7.121 3.655 0.609 0.626 26.5 1.075 0.825

27.4 28.11 6.978 0.692 17 7.138 3.636 0.612 0.630 27.1 1.085 0.835

28.0 28.72 6.982 0.698 18 7.156 3.618 0.615 0.633 27.7 1.095 0.845

28.6 29.34 6.986 0.704 19 7.173 3.602 0.618 0.637 28.3 1.105 0.855

29.2 29.96 6.990 0.710 20 7.190 3.587 0.622 0.641 28.9 1.115 0.865

29.8 30.58 6.994 0.716 21 7.205 3.560 0.624 0.644 29.5 1.125 0.875

30.4 31.21 6.998 0.723 22 7.221 3.532 0.626 0.648 30.1 1.135 0.885

31.1 31.84 7.003 0.729 23 7.236 3.507 0.629 0.651 30.7 1.145 0.895

31.7 32.47 7.008 0.735 24 7.251 3.482 0.631 0.655 31.3 1.155 0.905

32.3 33.10 7.012 0.741 25 7.266 3.459 0.633 0.658 31.9 1.165 0.915

32.9 33.73 7.017 0.747 26 7.280 3.437 0.635 0.662 32.5 1.175 0.925

Mean draft (DA+DF)/2 in metres above base, Trim #:3, 0.25m

87.0 18.0 48.0 78.0 09.0 39.0 69.0 99.0 20.1 50.1

81 02 22 42 62 82 03 23 43 63 83 04

81 02 22 42 62 82 03 23 43 63 83 04

459.6 069.6 669.6 279.6 879.6 489.6 099.6 699.6 200.7 800.7 410.7 020.7

85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0 67.0 87.0 08.0

88.6 29.6 69.6 00.7 40.7 80.7 21.7 61.7 02.7 42.7 82.7 23.7

24.3 54.3 84.3 15.3 45.3 75.3 06.3 36.3 66.3 96.3 27.3 57.3

25.0 45.0 65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0

45.0 65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0 67.0

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)





Appe1 (Boxes):




TPCM.VolumeDr. #

MCT1CM



19.6 20.04 6.268 0.618 1 6.705 3.592 0.536 0.538 19.3 1.050 0.550

20.1 20.58 6.280 0.624 2 6.725 3.598 0.541 0.542 19.8 1.060 0.560

20.6 21.13 6.292 0.630 3 6.743 3.604 0.546 0.547 20.4 1.070 0.570

21.1 21.67 6.303 0.636 4 6.762 3.612 0.552 0.551 20.9 1.080 0.580

21.7 22.23 6.315 0.642 5 6.780 3.621 0.557 0.556 21.4 1.090 0.590

22.2 22.79 6.327 0.649 6 6.799 3.618 0.561 0.560 22.0 1.100 0.600

22.8 23.35 6.338 0.655 7 6.820 3.606 0.565 0.564 22.5 1.110 0.610

23.3 23.92 6.350 0.661 8 6.840 3.594 0.569 0.569 23.1 1.120 0.620

23.9 24.49 6.362 0.667 9 6.861 3.585 0.573 0.573 23.6 1.130 0.630

24.5 25.07 6.373 0.673 10 6.881 3.576 0.577 0.577 24.2 1.140 0.640

25.0 25.64 6.385 0.679 11 6.901 3.569 0.581 0.581 24.7 1.150 0.650

25.6 26.23 6.397 0.685 12 6.920 3.564 0.585 0.585 25.3 1.160 0.660

26.2 26.82 6.408 0.691 13 6.939 3.549 0.589 0.589 25.9 1.170 0.670

26.7 27.41 6.420 0.697 14 6.959 3.530 0.592 0.593 26.4 1.180 0.680

27.3 28.00 6.432 0.702 15 6.978 3.512 0.595 0.597 27.0 1.190 0.690

27.9 28.60 6.443 0.708 16 6.996 3.496 0.598 0.601 27.6 1.200 0.700

28.5 29.20 6.455 0.714 17 7.015 3.480 0.601 0.605 28.1 1.210 0.710

29.1 29.80 6.466 0.720 18 7.033 3.466 0.604 0.608 28.7 1.220 0.720

29.7 30.41 6.478 0.726 19 7.051 3.453 0.608 0.612 29.3 1.230 0.730

30.3 31.02 6.489 0.732 20 7.069 3.441 0.611 0.616 29.9 1.240 0.740

30.9 31.63 6.501 0.738 21 7.086 3.417 0.613 0.620 30.5 1.250 0.750

31.5 32.24 6.512 0.743 22 7.102 3.393 0.615 0.624 31.1 1.260 0.760

32.1 32.86 6.523 0.749 23 7.118 3.370 0.618 0.627 31.7 1.270 0.770

32.7 33.48 6.534 0.755 24 7.133 3.348 0.620 0.631 32.3 1.280 0.780

33.3 34.10 6.545 0.761 25 7.149 3.328 0.622 0.635 32.9 1.290 0.790

33.9 34.72 6.556 0.766 26 7.165 3.309 0.625 0.638 33.5 1.300 0.800

Mean draft (DA+DF)/2 in metres above base, Trim #:4, 0.5m

87.0 18.0 48.0 78.0 09.0 39.0 69.0 99.0 20.1 50.1

81 02 22 42 62 82 03 23 43 63 83 04

02 22 42 62 82 03 23 43 63 83 04 24

42.6 72.6 03.6 33.6 63.6 93.6 24.6 54.6 84.6 15.6 45.6 75.6

06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0 67.0 87.0 08.0 28.0

07.6 57.6 08.6 58.6 09.6 59.6 00.7 50.7 01.7 51.7 02.7 52.7

03.3 63.3 24.3 84.3 45.3 06.3 66.3 27.3 87.3 48.3 09.3 69.3

135.0 045.0 945.0 855.0 765.0 675.0 585.0 495.0 306.0 216.0 126.0 036.0

25.0 45.0 65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)


GORM - OUXM2

DEADWEIGHT SCALE Date: 22 MAR 2012

0.86

0.88

0.90

0.92

0.94

0.96

0.98

1.00

1.02

1.04

1.06

1.08

LS

MD

-5

-4

-3

-2

-1

0

1

2

3

4

5

6

7

8

9

10

0

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

0.86

0.88

0.90

0.92

0.94

0.96

0.98

1.00

1.02

1.04

1.06

1.08

0.56 3.54

0.6 0.57 3.59

0.58 3.63

0.59 3.68

0.59 3.72

0.60 3.76

0.61 3.78

0.61 3.80

0.6 0.62 3.81

0.7 0.62 3.82

0.63 3.81

3.79

0.63 3.77

0.64 3.75

3.72

3.69

3.66

0.64 3.63

0.65 3.61

3.58

3.54

3.51

0.65 3.48

0.7 0.66 3.45

1.040 m above Base - N. Summer (S)Trim (DA-DF) (m): 0.000 MD = Max draft =

Lightship weight (t): 26.0 LS = Lightship draft

App1 (boxes):

App2 (vol. sections):

Me

an

Dra

ft

De

ad

we

igh

t

Imm

ers

ionSea density

(m)

(m)

TP

C

(t/c

m)

(m)

(t*m

/cm

)

1.0

30

1.0

25

1.0

20

1.0

15

1.0

10

1.0

05

1.0

00

(t)

Dra

ft m

ark

lin

e

Fro

m B

AS

E

Extr

. D

raft

KM

T

(t)

Trim

Mo

me

nt

MC

T1

CM

Dis

pla

ce

me

nt



PN-values for different heel angles.SB-heeling PS = SBDate:22 MAR 2012Saved: 22 MAR 2012 ,used SS: 1-13 ,used APP1: ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=12

Trim # 1, -0.500(m), KP-value = 0.000(m)

D# DA(m) DF(m) Volume(m3) Displ.(t) 0(°) 10(°) 20(°) 30(°) 40(°) 50(°) 60(°)

1 0.550 1.050 16.6 17.0 0.000 0.532 0.999 1.383 1.704 1.979 2.225

2 0.600 1.100 19.1 19.6 0.000 0.547 0.998 1.372 1.691 1.971 2.232

3 0.650 1.150 21.7 22.2 0.000 0.557 0.997 1.362 1.679 1.964 2.238

4 0.700 1.200 24.5 25.1 0.000 0.562 0.995 1.353 1.669 1.959 2.241

5 0.750 1.250 27.5 28.2 0.000 0.563 0.991 1.346 1.660 1.955 2.240

6 0.800 1.300 30.6 31.4 0.000 0.561 0.987 1.340 1.653 1.953 2.236

7 0.850 1.350 33.8 34.7 0.000 0.556 0.981 1.335 1.648 1.951 2.227




Trim # 2, 0.000(m), KP-value = 0.000(m)


1 0.800 0.800 17.5 17.9 0.000 0.567 1.028 1.406 1.738 2.014 2.202

2 0.850 0.850 20.1 20.6 0.000 0.575 1.023 1.390 1.713 2.002 2.213

3 0.900 0.900 22.9 23.5 0.000 0.577 1.017 1.376 1.693 1.990 2.220

4 0.950 0.950 25.8 26.5 0.000 0.575 1.009 1.365 1.678 1.977 2.222

5 1.000 1.000 28.9 29.6 0.000 0.571 1.001 1.355 1.667 1.964 2.220

6 1.050 1.050 32.0 32.8 0.000 0.564 0.993 1.347 1.659 1.953 2.210

7 1.100 1.100 35.2 36.1 0.000 0.555 0.985 1.340 1.653 1.945 2.200




Trim # 3, 0.250(m), KP-value = 0.000(m)


1 0.925 0.675 18.4 18.9 0.000 0.578 1.036 1.412 1.737 2.017 2.191

2 0.975 0.725 21.1 21.6 0.000 0.580 1.028 1.395 1.713 2.006 2.200

3 1.025 0.775 23.9 24.5 0.000 0.578 1.020 1.381 1.697 1.991 2.206

4 1.075 0.825 26.8 27.5 0.000 0.573 1.011 1.369 1.683 1.976 2.205

5 1.125 0.875 29.8 30.6 0.000 0.566 1.002 1.359 1.672 1.961 2.200

6 1.175 0.925 32.9 33.7 0.000 0.557 0.992 1.351 1.663 1.950 2.191

7 1.225 0.975 36.0 36.9 0.000 0.548 0.983 1.343 1.655 1.942 2.179




Trim # 4, 0.500(m), KP-value = 0.000(m)


1 1.050 0.550 19.6 20.0 0.000 0.582 1.039 1.412 1.734 2.006 2.177

2 1.100 0.600 22.2 22.8 0.000 0.579 1.029 1.397 1.714 1.991 2.183

3 1.150 0.650 25.0 25.6 0.000 0.573 1.019 1.384 1.698 1.977 2.184

4 1.200 0.700 27.9 28.6 0.000 0.566 1.010 1.373 1.684 1.965 2.181

5 1.250 0.750 30.9 31.6 0.000 0.557 1.000 1.362 1.673 1.954 2.175

6 1.300 0.800 33.9 34.7 0.000 0.547 0.990 1.353 1.663 1.943 2.165

7 1.350 0.850 37.0 37.9 0.000 0.537 0.980 1.346 1.654 1.936 2.154




Y - PN-values, X - Displacement(t), Trim #:1, -0.5(m), KP-value = 0.000(m)

0.0

4.0

8.0

2.1

6.1

0.2

4.2

61 81 02 22 42 62 82 03 23 43 63

0°

10°

20°

30°

40°

50°

60°

D1 D2 D3 D4 D5 D6 D7




Y - PN-values, X - Displacement(t), Trim #:2, 0(m), KP-value = 0.000(m)

0.0

4.0

8.0

2.1

6.1

0.2

4.2

61 81 02 22 42 62 82 03 23 43 63 83

0°

10°

20°

30°

40°

50°

60°

D1 D2 D3 D4 D5 D6 D7




Y - PN-values, X - Displacement(t), Trim #:3, 0.25(m), KP-value = 0.000(m)

0.0

4.0

8.0

2.1

6.1

0.2

4.2

81 02 22 42 62 82 03 23 43 63 83

0°

10°

20°

30°

40°

50°

60°

D1 D2 D3 D4 D5 D6 D7




Y - PN-values, X - Displacement(t), Trim #:4, 0.5(m), KP-value = 0.000(m)

0.0

4.0

8.0

2.1

6.1

0.2

4.2

02 22 42 62 82 03 23 43 63 83

0°

10°

20°

30°

40°

50°

60°

D1 D2 D3 D4 D5 D6 D7


GORM - OUXM2

VCG limit curves.Date:22 MAR 2012The summary maxVCG-limit curves for all trims.

Next claims were used:

Req.No 1 (GMT)>=(0.15)

Req.No 2 (GetGZArea(HeelAngle,30))>=(0.055)

Req.No 3 (GetGZArea(HeelAngle,Min(40,FloodAngle3)))>=(0.09)

Req.No 4 (GetGZArea(30,Min(40,FloodAngle3)))>=(0.03)

Req.No 5 (GZMaxAngle)>=(25)

Req.No 6 (GetGZMax(30,LastAngle))>=(0.2)

Y - MaxVCG limit curves, Intact ship. X - Displacement(t)

62.2

82.2

03.2

23.2

43.2

63.2

83.2

61 02 42 82 23 63 04

T1 T2 T3 T4

T1

T2

T3

T4

T1

T2

T3

T4


GORM - OUXM2

VCG limit curves.Date:22 MAR 2012The interpolated table. Sp.Gravity = 1.025

Intact ship, Trim No:1(-0.5m)

DISPL.(T) MaxVCG Min.GM Damage Claim_ID | DISPL.(T) MaxVCG Min.GM Damage Claim_ID

==========================================================================================================

17.05 2.362 0.591 0 6 30.72 2.317 1.398 0 4

17.26 2.360 0.608 0 6 30.93 2.316 1.400 0 4

17.47 2.359 0.626 0 6 31.14 2.315 1.401 0 4

17.68 2.357 0.644 0 6 31.36 2.314 1.402 0 4

17.89 2.356 0.661 0 6 31.57 2.314 1.396 0 4

18.10 2.354 0.679 0 6 31.78 2.313 1.389 0 4

18.31 2.352 0.696 0 6 31.99 2.313 1.382 0 4

18.52 2.351 0.714 0 6 32.20 2.312 1.375 0 4

18.73 2.349 0.731 0 6 32.41 2.311 1.368 0 4

18.94 2.348 0.749 0 6 32.62 2.311 1.361 0 4

19.15 2.346 0.766 0 6 32.83 2.310 1.354 0 4

19.36 2.345 0.784 0 6 33.04 2.310 1.347 0 4

19.57 2.343 0.801 0 6 33.25 2.309 1.340 0 4

19.78 2.344 0.816 0 6 33.46 2.308 1.333 0 4

20.00 2.344 0.830 0 6 33.67 2.308 1.326 0 4

20.21 2.345 0.845 0 6 33.88 2.307 1.319 0 4

20.42 2.345 0.859 0 6 34.09 2.307 1.312 0 4

20.63 2.346 0.874 0 6 34.30 2.306 1.305 0 4

20.84 2.346 0.888 0 6 34.51 2.305 1.299 0 4

21.05 2.347 0.903 0 6

21.26 2.347 0.917 0 6

21.47 2.348 0.932 0 6

21.68 2.348 0.946 0 6

21.89 2.349 0.961 0 6

22.10 2.349 0.975 0 6

22.31 2.350 0.989 0 6

22.52 2.350 1.003 0 6

22.73 2.350 1.017 0 6

22.94 2.351 1.031 0 6

23.15 2.351 1.045 0 6

23.36 2.351 1.060 0 4

23.57 2.349 1.075 0 4

23.78 2.348 1.091 0 4

23.99 2.347 1.106 0 4

24.20 2.346 1.122 0 4

24.41 2.344 1.137 0 4

24.62 2.343 1.153 0 4

24.83 2.342 1.168 0 4

25.04 2.340 1.184 0 4

25.25 2.339 1.198 0 4

25.46 2.338 1.211 0 4

25.68 2.337 1.225 0 4

25.89 2.336 1.238 0 4

26.10 2.336 1.252 0 4

26.31 2.335 1.265 0 4

26.52 2.334 1.278 0 4

26.73 2.333 1.292 0 4

26.94 2.332 1.305 0 4

27.15 2.331 1.319 0 4

27.36 2.330 1.332 0 4

27.57 2.329 1.346 0 4

27.78 2.328 1.359 0 4

27.99 2.327 1.373 0 4

28.20 2.326 1.384 0 4

28.41 2.325 1.386 0 4

28.62 2.325 1.387 0 4

28.83 2.324 1.388 0 4

29.04 2.323 1.389 0 4

29.25 2.322 1.390 0 4

29.46 2.321 1.391 0 4

29.67 2.321 1.393 0 4

29.88 2.320 1.394 0 4

30.09 2.319 1.395 0 4

30.30 2.318 1.396 0 4

30.51 2.318 1.397 0 4


GORM - OUXM2


Intact ship, Trim No:2(0m)


==========================================================================================================

18.10 2.375 0.916 0 5 31.78 2.324 1.303 0 5

18.31 2.370 0.938 0 5 31.99 2.324 1.294 0 5

18.52 2.365 0.961 0 5 32.20 2.323 1.285 0 6

18.73 2.360 0.983 0 5 32.41 2.323 1.276 0 6

18.94 2.354 1.006 0 5 32.62 2.322 1.268 0 6

19.15 2.349 1.029 0 5 32.83 2.321 1.259 0 6

19.36 2.344 1.051 0 5 33.04 2.320 1.250 0 6

19.57 2.339 1.074 0 5 33.25 2.320 1.240 0 6

19.78 2.334 1.096 0 5 33.46 2.319 1.231 0 6

20.00 2.328 1.119 0 5 33.67 2.318 1.221 0 6

20.21 2.323 1.142 0 5 33.88 2.317 1.212 0 6

20.42 2.318 1.164 0 5 34.09 2.316 1.202 0 6

20.63 2.313 1.186 0 5 34.30 2.316 1.193 0 6

20.84 2.312 1.204 0 5 34.51 2.315 1.183 0 6

21.05 2.311 1.221 0 5 34.72 2.314 1.174 0 6

21.26 2.309 1.239 0 5 34.93 2.313 1.164 0 6

21.47 2.308 1.256 0 5 35.14 2.313 1.155 0 6

21.68 2.307 1.273 0 5 35.35 2.312 1.145 0 6

21.89 2.305 1.291 0 5 35.56 2.311 1.136 0 6

22.10 2.304 1.308 0 5 35.77 2.310 1.126 0 6

22.31 2.303 1.326 0 5 35.98 2.309 1.117 0 6

22.52 2.301 1.343 0 5

22.73 2.300 1.361 0 5

22.94 2.299 1.378 0 5

23.15 2.298 1.396 0 5

23.36 2.296 1.413 0 5

23.57 2.296 1.425 0 5

23.78 2.298 1.430 0 5

23.99 2.299 1.435 0 5

24.20 2.300 1.441 0 5

24.41 2.302 1.446 0 5

24.62 2.303 1.452 0 5

24.83 2.304 1.457 0 5

25.04 2.306 1.463 0 5

25.25 2.307 1.468 0 5

25.46 2.308 1.474 0 5

25.68 2.310 1.479 0 5

25.89 2.311 1.485 0 5

26.10 2.312 1.490 0 5

26.31 2.314 1.496 0 5

26.52 2.315 1.500 0 5

26.73 2.316 1.493 0 5

26.94 2.316 1.486 0 5

27.15 2.317 1.479 0 5

27.36 2.318 1.472 0 5

27.57 2.319 1.465 0 5

27.78 2.319 1.458 0 5

27.99 2.320 1.451 0 5

28.20 2.321 1.444 0 5

28.41 2.321 1.437 0 5

28.62 2.322 1.430 0 5

28.83 2.323 1.423 0 5

29.04 2.324 1.416 0 5

29.25 2.324 1.409 0 5

29.46 2.325 1.402 0 5

29.67 2.326 1.394 0 5

29.88 2.325 1.385 0 5

30.09 2.325 1.376 0 5

30.30 2.325 1.367 0 5

30.51 2.325 1.358 0 5

30.72 2.325 1.349 0 5

30.93 2.325 1.340 0 5

31.14 2.324 1.330 0 5

31.36 2.324 1.321 0 5

31.57 2.324 1.312 0 5


GORM - OUXM2


Intact ship, Trim No:3(0.25m)


==========================================================================================================

18.94 2.371 1.186 0 5 32.62 2.278 1.203 0 5

19.15 2.367 1.198 0 5 32.83 2.278 1.195 0 5

19.36 2.364 1.211 0 5 33.04 2.278 1.187 0 5

19.57 2.360 1.224 0 5 33.25 2.278 1.179 0 5

19.78 2.356 1.237 0 5 33.46 2.278 1.171 0 5

20.00 2.352 1.250 0 5 33.67 2.278 1.162 0 5

20.21 2.348 1.263 0 5 33.88 2.277 1.155 0 5

20.42 2.344 1.276 0 5 34.09 2.277 1.147 0 5

20.63 2.340 1.289 0 5 34.30 2.277 1.140 0 5

20.84 2.336 1.302 0 5 34.51 2.276 1.132 0 5

21.05 2.332 1.315 0 5 34.72 2.276 1.125 0 5

21.26 2.328 1.327 0 5 34.93 2.276 1.117 0 5

21.47 2.324 1.340 0 5 35.14 2.276 1.110 0 5

21.68 2.320 1.351 0 5 35.35 2.275 1.102 0 5

21.89 2.317 1.356 0 5 35.56 2.275 1.095 0 5

22.10 2.315 1.362 0 5 35.77 2.275 1.087 0 5

22.31 2.312 1.368 0 5 35.98 2.274 1.080 0 5

22.52 2.309 1.373 0 5 36.19 2.274 1.072 0 5

22.73 2.306 1.379 0 5 36.40 2.274 1.064 0 5

22.94 2.304 1.384 0 5 36.61 2.274 1.057 0 5

23.15 2.301 1.390 0 5 36.82 2.273 1.049 0 5

23.36 2.298 1.396 0 5

23.57 2.295 1.401 0 5

23.78 2.293 1.407 0 5

23.99 2.290 1.412 0 5

24.20 2.287 1.418 0 5

24.41 2.284 1.424 0 5

24.62 2.283 1.424 0 5

24.83 2.282 1.421 0 5

25.04 2.281 1.418 0 5

25.25 2.281 1.415 0 5

25.46 2.280 1.412 0 5

25.68 2.279 1.409 0 5

25.89 2.279 1.406 0 5

26.10 2.278 1.402 0 5

26.31 2.278 1.399 0 5

26.52 2.277 1.396 0 5

26.73 2.276 1.393 0 5

26.94 2.276 1.390 0 5

27.15 2.275 1.387 0 5

27.36 2.274 1.384 0 5

27.57 2.274 1.379 0 5

27.78 2.274 1.373 0 5

27.99 2.275 1.366 0 5

28.20 2.275 1.359 0 5

28.41 2.275 1.352 0 5

28.62 2.275 1.345 0 5

28.83 2.276 1.339 0 5

29.04 2.276 1.332 0 5

29.25 2.276 1.325 0 5

29.46 2.277 1.318 0 5

29.67 2.277 1.311 0 5

29.88 2.277 1.304 0 5

30.09 2.278 1.298 0 5

30.30 2.278 1.291 0 5

30.51 2.278 1.284 0 5

30.72 2.278 1.276 0 5

30.93 2.278 1.268 0 5

31.14 2.278 1.260 0 5

31.36 2.278 1.252 0 5

31.57 2.278 1.244 0 5

31.78 2.278 1.236 0 5

31.99 2.278 1.227 0 5

32.20 2.278 1.219 0 5

32.41 2.278 1.211 0 5


GORM - OUXM2


Intact ship, Trim No:4(0.5m)


==========================================================================================================

20.21 2.351 1.243 0 5 33.88 2.294 1.044 0 5

20.42 2.349 1.248 0 5 34.09 2.295 1.036 0 5

20.63 2.346 1.252 0 5 34.30 2.295 1.029 0 5

20.84 2.344 1.256 0 5 34.51 2.296 1.021 0 5

21.05 2.342 1.260 0 5 34.72 2.296 1.013 0 5

21.26 2.339 1.265 0 5 34.93 2.297 1.007 0 5

21.47 2.337 1.269 0 5 35.14 2.298 1.000 0 5

21.68 2.335 1.273 0 5 35.35 2.299 0.994 0 5

21.89 2.333 1.278 0 5 35.56 2.300 0.987 0 5

22.10 2.330 1.282 0 5 35.77 2.301 0.981 0 6

22.31 2.328 1.286 0 5 35.98 2.300 0.977 0 6

22.52 2.326 1.290 0 5 36.19 2.299 0.973 0 6

22.73 2.323 1.295 0 5 36.40 2.298 0.968 0 6

22.94 2.322 1.294 0 5 36.61 2.297 0.964 0 6

23.15 2.321 1.292 0 5 36.82 2.296 0.959 0 6

23.36 2.319 1.289 0 5 37.03 2.295 0.955 0 6

23.57 2.318 1.287 0 5 37.25 2.294 0.951 0 6

23.78 2.317 1.285 0 5 37.46 2.293 0.946 0 6

23.99 2.316 1.282 0 5 37.67 2.291 0.942 0 6

24.20 2.315 1.280 0 5 37.88 2.290 0.937 0 6

24.41 2.313 1.278 0 5

24.62 2.312 1.275 0 5

24.83 2.311 1.273 0 5

25.04 2.310 1.270 0 5

25.25 2.308 1.268 0 5

25.46 2.307 1.266 0 5

25.68 2.306 1.263 0 5

25.89 2.305 1.258 0 5

26.10 2.305 1.254 0 5

26.31 2.304 1.249 0 5

26.52 2.303 1.245 0 5

26.73 2.303 1.240 0 5

26.94 2.302 1.235 0 5

27.15 2.301 1.231 0 5

27.36 2.301 1.226 0 5

27.57 2.300 1.222 0 5

27.78 2.299 1.217 0 5

27.99 2.299 1.212 0 5

28.20 2.298 1.208 0 5

28.41 2.297 1.203 0 5

28.62 2.297 1.199 0 5

28.83 2.296 1.194 0 5

29.04 2.296 1.189 0 5

29.25 2.295 1.184 0 5

29.46 2.295 1.179 0 5

29.67 2.294 1.174 0 5

29.88 2.294 1.169 0 5

30.09 2.293 1.164 0 5

30.30 2.293 1.159 0 5

30.51 2.292 1.154 0 5

30.72 2.292 1.149 0 5

30.93 2.291 1.144 0 5

31.14 2.291 1.139 0 5

31.36 2.290 1.134 0 5

31.57 2.290 1.129 0 5

31.78 2.290 1.122 0 5

31.99 2.291 1.114 0 5

32.20 2.291 1.106 0 5

32.41 2.291 1.099 0 5

32.62 2.292 1.091 0 5

32.83 2.292 1.083 0 5

33.04 2.293 1.075 0 5

33.25 2.293 1.067 0 5

33.46 2.294 1.060 0 5

33.67 2.294 1.052 0 5


GORM - OUXM2

Lateral plane - draft mark - freeboard deckDate 22 MAR 2012

GORM - OUXM2, Lateral plane

0

1

2

3

4

5

6

0 2 4 6 8 01 21 41 61 81 02

No From AP Above Base(m) (m)

No From AP Above Base(m) (m) No

From AP Above Base(m) (m) No

From AP Above Base(m) (m)

1 13.276 3.428 9.109 9 4.396 17 3.400 2.421 2.093 25 17.500

2 12.541 4.628 7.815 10 4.381 18 1.650 2.421 3.343 26 18.600

3 12.810 5.610 7.597 11 3.429 19 0.000 2.421 3.351 27 18.600

4 12.912 5.610 6.600 12 3.430 20 0.000 0.250 3.352 28 18.514

5 12.776 5.863 5.703 13 3.429 21 11.550 0.036 3.381 29 17.500

6 9.167 5.812 4.431 14 4.700 22 13.200 0.034 3.401 30 16.500

7 9.123 5.589 3.400 15 4.700 23 14.850 0.179 3.419 31 14.850

8 9.168 5.590 3.400 16 3.428 24 16.500 1.000

Draft fore markDraft aft mark Free board

No No NoFrom AP (m) From AP (m) From AP (m) Above base (m)Above base (m) Above base (m)

1 0.000 0.000 16.500 1 0.000 2.350 1 7.500

2.350 2 9.000

Draft mid mark Distance from AP to mid draft mark line (m): 8.250


GORM - OUXM2

C o n t e n t sDate: 22 MAR 2012

Description Page

...................................................................................................................................................................................................................................... 66The list of conditions

...................................................................................................................................................................................................................................... 67The summary conditions table

...................................................................................................................................................................................................................................... 1 - Light Ship 68/Intact shipCondition #

...................................................................................................................................................................................................................................... 2 - Max Load Departure 72/Intact shipCondition #

...................................................................................................................................................................................................................................... 3 - Max Load Arrival 76/Intact shipCondition #

...................................................................................................................................................................................................................................... 4 - Ballast Departure 80/Intact shipCondition #

...................................................................................................................................................................................................................................... 5 - Ballast Arrival 84/Intact shipCondition #

...................................................................................................................................................................................................................................... 88The list of flood points

...................................................................................................................................................................................................................................... 89Max VCG

...................................................................................................................................................................................................................................... 90Next claims were used

...................................................................................................................................................................................................................................... 91The result of claims calculation

HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 65Page:

GORM - OUXM2

The list of conditionsDate: 22 MAR 2012Intact ship

No Description Changed Displ.(t) LCG(m) VCG(m) TCG(m) External cargoExt.cond

1 Light Ship 23-02-2012 25.99 7.120 2.176 -0.021 2 Max Load Departure 22-03-2012 33.16 6.989 2.220 -0.011 3 Max Load Arrival 22-03-2012 30.58 6.898 2.247 -0.027 4 Ballast Departure 22-03-2012 29.26 7.297 2.176 -0.013 5 Ballast Arrival 22-03-2012 26.68 7.221 2.202 -0.031


GORM - OUXM2

Summary of loading conditions (TCG makes heeling)Date: 22 MAR 2012

Cond.Name

- Light Ship - Max Load De

parture

- Max Load Ar

rival

- Ballast Dep

arture

- Ballast Arr

ival

Cond.No 1 2 3 4 5

All the rest of DW-Codes 7.17 4.59 3.27 0.69T

Dead Weight 0.00 7.17 4.59 3.27 0.69T

Light Ship 25.99 25.99 25.99 25.99 25.99T

Condition displacement 25.99 33.16 30.58 29.26 26.68T

Draft Aft 1.026 1.177 1.151 1.044 1.018M

Draft Fore 0.832 0.902 0.840 0.931 0.868M

Draft Mean 0.929 1.039 0.996 0.987 0.943M

Trim (DA-DF) 0.194 0.275 0.311 0.113 0.150M

GM 1.525 1.228 1.261 1.493 1.491M

VCG 2.176 2.220 2.247 2.176 2.202M

VCG Max 2.286 2.279 2.282 2.303 2.292M

< PS > < PS > < PS > < PS > < PS >< SB > < SB > < SB > < SB > < SB >

Equilibrium (EQL) -0.78 -0.55 -1.25 -0.47 -1.17Degr

Area EQL-30 0.100 0.090 0.082 0.100 0.091 0.121 0.101 0.109 0.113 0.122MRad

Area EQL-40(FA3) 0.147 0.130 0.119 0.146 0.133 0.174 0.145 0.154 0.162 0.173MRad

Area 30-40(FA3) 0.047 0.040 0.037 0.045 0.042 0.053 0.043 0.045 0.049 0.051MRad

Max GZ angle 60.000 60.000 60.000 60.000 60.000 58.198 60.000 25.045 60.000 60.000Degr

Max GZ value 0.315 0.259 0.232 0.321 0.290 0.336 0.271 0.264 0.334 0.321M

GZ at 25 0.262 0.232 0.214 0.258 0.239 0.300 0.253 0.264 0.281 0.295M

GZ at 30 0.267 0.233 0.214 0.260 0.240 0.303 0.252 0.261 0.282 0.294M

Flood point (T1)

Height ab.WL (T1) M

Flood Angle1 (FA1) Degr

Flood point (T2)

Height ab.WL (T2) M

Flood Angle2 (FA2) Degr

Flood point (T3) 1 1 1 1 1 1 1 1 1 1

Height ab.WL (T3) 3.166 3.024 3.084 3.119 3.179 3.166 3.024 3.084 3.119 3.179M

Flood Angle3 (FA3) >60.0 >60.0 >60.0 >60.0 >60.0>60.0 >60.0 >60.0 >60.0 >60.0Degr


GORM - OUXM2Light Ship

Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250

: 1Condition No:

Spg.TCode(t/m3) (t) (m4)(m) (m) (m)(m)(m3)

Vol.DWc VCGPos

TNo LCG TCG LengthDescription

Weight IT

0.000 0.000 0.000 0.00

-0.021 2.176 7.120 25.99

Dead weight:

Light ship:

0.000 -0.021 ITc= 25.99 7.120 2.176TOTAL for the condition:

Condition's VCG (M): 2.176

2.286

GMT (M):

Max allowed VCG (M):

KMT (M): 3.701 1.525

0.60 0.62 64.18

WATERLINE(TM/CM)

0.194

1.026Wet SurfHEELING MCT1CMDA (M) DF (M) MEAN TPCTRIM

0.832 0.929 PS -0.78

(M2)Draft at MARK:

1.026

(T/CM)(DA-DF) (°SB/PS)(DA+DF)/2

Draft above BASE:

0.832




: 1Condition No:

Lateral plane - view from SB

0

1

2

3

4

5

6

7

2- 0 2 4 6 8 01 21 41 61 81 02

DA= 1.026M

DF= 0.832M

DM= 0.929M

MD= 1.040M(N.S)

TR= 0.194M

Freeboard= 1.421M

Margin draft= 0.111M [Moulded max. draft - Mean draft]

View from above

3

2

1

0

1

2

3

4

2- 0 2 4 6 8 01 21 41 61 81 02

AP FP

R= Rest volume to fill for actual DW-code.

(0.0000T/M3) 0%= EMPTY The code is not defined



Water sp.gravity (t/m3)Date: 22 MAR 2012

1.0250

: 1Condition No:SS=1-13, Shell=12Intact ship

Draft Mark scale.

Y-height above Base Line (m), X-distance from AP (m)

0.0

5.0

0.1

5.1

0.2

5.2

2- 0 2 4 6 8 01 21 41 61 81

DAML

DFML

AP FP

Freeboard

Freeboard Deck

DM.base

\DA=1.026

\DF=0.832

Base Line

Draft using BASE: Draft using MARK: Horizontal distance:

DA.base at AP = 1.026m DA.mark = 1.026m (At aft draft mark) DA.base - DA.mark = 0.000m

DF.base at FP = 0.832m DF.mark = 0.832m (At fore draft mark) DF.base - DF.mark = 0.000m

DM.base at Lpp/2 = 0.929m DM.mark = 0.929m (At Mid draft mark) DM.base - DM.mark = 0.000m

Freeboard = 1.421m

Moulded max. draft = 1.040m [N. Summer(S)]

Margin draft = Moulded max. draft - DM.base = 1.040m - 0.929m = 0.111m

DAML = Draft Mark Aft Line, DFML = Draft Mark Fore Line




: 1Condition No:

Y: GZ-values (m); X:Angle (°)

4.0-

3.0-

2.0-

1.0-

0.0

1.0

2.0

3.0

4.0

06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06

GZ-curve

WL 8.250m from AP

0.8°PS

Displ.=25.99T \LCG=7.120M \VCG=2.176M \TCG=-0.021M GMt = 1.525M

Angles(-PS°) GZ(M) Angles(+SB°) GZ(M) ________________________________________

0.0 0.021 0.0 0.021 -0.8 Equilibrium 10.0 0.219 -10.0 -0.178 20.0 0.290 -20.0 -0.250 30.0 0.303 -30.0 -0.267 40.0 0.305 -40.0 -0.273 50.0 0.330 -50.0 -0.303 58.2 0.336*Max* -60.0 -0.315 60.0 0.336 -60.0 -0.315*Max*

Flood angles: Used points:1 PS/SB Angles(°) GZ(M) Ab.WL(M) Type No:Description ________________________________________

PS > 3.166 PS > 60.0 T3 1:Engine room opening SB 3.166 SB > 60.0 T3 1:Engine room opening

Angles(-PS°) Area(MR) ________________________________________

-0.8 > -20 0.055 -0.8 > -30 0.100 -0.8 > -40 0.147 -30.0 >-40.0 0.047 -0.8 >-60.0 0.251

Angles(+SB°) Area(MR) ________________________________________

-0.8 > 20 0.069 -0.8 > 30 0.121 -0.8 > 40 0.174 30.0 > 40.0 0.053 -0.8 > 58.2 0.277

GZ curve

STABILITY CRITERIA: (Column WC="Worst Case" use: SB=SB, PS=PS or SP=SB&PS)

Set name: INTACT: Cargoship (Appr.2009-12-11)

-----------------------------------------------------------------------------------------------------------------

Comment | Left/Expression | Value | R | Right/Req.|WC| OK/Not

-----------------------------------------------------------------------------------------------------------------

Min.GM >= 0.15m |GMT 1.5252 >= 0.1500 SP OK

Area ( 0-30) >= 0.055mr |GetGZArea(HeelAngle,30) 0.1003 >= 0.0550 PS OK

Area ( 0-40) >= 0.090mr |GetGZArea(HeelAngle,Min(40,FloodAngle3)) 0.1472 >= 0.0900 PS OK

Area (30-40) >= 0.030mr |GetGZArea(30,Min(40,FloodAngle3)) 0.0468 >= 0.0300 PS OK

Turning point >= 25° |GZMaxAngle 58.1982 >= 25.0000 SB OK

GZ >= 0.2m at angle >=30°|GetGZMax(30,LastAngle) 0.3146 >= 0.2000 PS OK


GORM - OUXM2Max Load Departure


: 2Condition No:


Vol.DWc VCGPos


Weight IT

0.8600 1.30T 3.8 0.131 0.733 7.950 2.55FO 2.9798% 1F.O.Tank 1 1.0000 0.90T 0.1 0.389 0.440 9.150 0.31FW 0.3198% 2F.W. Tank 2 1.0000 1.00 0.0 0.000 4.400 11.000 0.16PER 0.162 Crew 3 1.0000 1.00 0.0 0.000 2.100 10.300 0.90PER 0.90Passenger 4 1.0000 1.00 0.0 -1.200 4.200 14.600 0.24EQ 0.24Crane 5 1.0000 1.00 0.0 0.000 2.700 3.000 3.00DL 3.00Deck Load 6

0.023 1.914 6.516 7.17

-0.021 2.176 7.120 25.99

Dead weight:

Light ship:

0.101* -0.011 ITc= 33.16 6.989 2.220TOTAL for the condition:

Condition's VCG (M): 2.220 (2.119 + 0.101 )

2.279

GMT (M):


KMT (M): 3.448 1.228*

0.63 0.66 69.28

WATERLINE(TM/CM)

0.275


0.902 1.039 PS -0.55

(M2)Draft at MARK:

1.177


Draft above BASE:

0.902




: 2Condition No:


0

1

2

3

4

5

6

7

2- 0 2 4 6 8 01 21 41 61 81 02

DA= 1.177M

DF= 0.902M

DM= 1.039M

MD= 1.040M(N.S)

TR= 0.275M

Freeboard= 1.311M


View from above

3

2

1

0

1

2

3

4

2- 0 2 4 6 8 01 21 41 61 81 02

AP FP

21


FO (0.8600T/M3) 2.97M3 Fuel Oil DL (1.0000T/M3) 3.00T Deck Load

FW (1.0000T/M3) 0.31M3 Fresh Water EQ (1.0000T/M3) 0.24T Equipment

PER (1.0000T/M3) 1.06T Person




1.0250


Draft Mark scale.


0.0

5.0

0.1

5.1

0.2

5.2

2- 0 2 4 6 8 01 21 41 61 81

DAML

DFML

AP FP

Freeboard

Freeboard Deck

DM.base

\DA=1.177

\DF=0.902

Base Line





Freeboard = 1.311m







: 2Condition No:


3.0-

2.0-

1.0-

0.0

1.0

2.0

3.0

06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06

GZ-curve

WL 8.250m from AP

0.5°PS



0.0 0.011 0.0 0.011 -0.5 Equilibrium 10.0 0.184 -10.0 -0.161 20.0 0.246 -20.0 -0.224 30.0 0.252 -30.0 -0.233 40.0 0.247 -40.0 -0.229 50.0 0.258 -50.0 -0.243 60.0 0.271 -60.0 -0.259 60.0 0.271*Max* -60.0 -0.259*Max*



Angles(-PS°) Area(MR) ________________________________________

-0.5 > -20 0.050 -0.5 > -30 0.090 -0.5 > -40 0.130 -30.0 >-40.0 0.040 -0.5 >-60.0 0.215

Angles(+SB°) Area(MR) ________________________________________

-0.5 > 20 0.057 -0.5 > 30 0.101 -0.5 > 40 0.145 30.0 > 40.0 0.043 -0.5 > 60.0 0.235

GZ curve



-----------------------------------------------------------------------------------------------------------------


-----------------------------------------------------------------------------------------------------------------

Min.GM >= 0.15m |GMT 1.2278 >= 0.1500 SP OK




Turning point >= 25° |GZMaxAngle 60.0000 >= 25.0000 SP OK



GORM - OUXM2Max Load Arrival


: 3Condition No:


Vol.DWc VCGPos


Weight IT

0.8600 1.30T 0.4 -0.006 0.295 7.950 0.26FO 0.3010% 1F.O.Tank 1 1.0000 0.90T 0.0 0.144 0.199 9.150 0.03FW 0.0310% 2F.W. Tank 2 1.0000 1.00 0.0 0.000 4.400 11.000 0.16PER 0.162 Crew 3 1.0000 1.00 0.0 0.000 2.100 10.300 0.90PER 0.90Passenger 4 1.0000 1.00 0.0 -1.200 4.200 14.600 0.24EQ 0.24Crane 5 1.0000 1.00 0.0 0.000 2.700 3.000 3.00DL 3.00Deck Load 6

-0.062 2.566 5.639 4.59

-0.021 2.176 7.120 25.99

Dead weight:

Light ship:


Condition's VCG (M): 2.247 (2.235 + 0.012 )

2.282

GMT (M):


KMT (M): 3.508 1.261*

0.62 0.64 67.26

WATERLINE(TM/CM)

0.311


0.840 0.996 PS -1.25

(M2)Draft at MARK:

1.151


Draft above BASE:

0.840




: 3Condition No:


0

1

2

3

4

5

6

7

2- 0 2 4 6 8 01 21 41 61 81 02

DA= 1.151M

DF= 0.840M

DM= 0.996M

MD= 1.040M(N.S)

TR= 0.311M

Freeboard= 1.354M


View from above

3

2

1

0

1

2

3

4

2- 0 2 4 6 8 01 21 41 61 81 02

AP FP

21


FO (0.8600T/M3) 0.30M3 Fuel Oil DL (1.0000T/M3) 3.00T Deck Load

FW (1.0000T/M3) 0.03M3 Fresh Water EQ (1.0000T/M3) 0.24T Equipment

PER (1.0000T/M3) 1.06T Person




1.0250


Draft Mark scale.


0.0

5.0

0.1

5.1

0.2

5.2

2- 0 2 4 6 8 01 21 41 61 81

DAML

DFML

AP FP

Freeboard

Freeboard Deck

DM.base

\DA=1.151

\DF=0.840

Base Line





Freeboard = 1.354m







: 3Condition No:


3.0-

2.0-

1.0-

0.0

1.0

2.0

3.0

06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06

GZ-curve

WL 8.250m from AP

1.3°PS



0.0 0.027 0.0 0.027 -1.3 Equilibrium 10.0 0.201 -10.0 -0.148 20.0 0.259 -20.0 -0.208 25.0 0.264*Max* -30.0 -0.214 30.0 0.261 -40.0 -0.209 40.0 0.251 -50.0 -0.221 50.0 0.256 -60.0 -0.232 60.0 0.259 -60.0 -0.232*Max*



Angles(-PS°) Area(MR) ________________________________________

-1.3 > -20 0.045 -1.3 > -30 0.082 -1.3 > -40 0.119 -30.0 >-40.0 0.037 -1.3 >-60.0 0.196

Angles(+SB°) Area(MR) ________________________________________

-1.3 > 20 0.063 -1.3 > 30 0.109 -1.3 > 40 0.154 30.0 > 40.0 0.045 -1.3 > 25.0 0.086

GZ curve



-----------------------------------------------------------------------------------------------------------------


-----------------------------------------------------------------------------------------------------------------

Min.GM >= 0.15m |GMT 1.2614 >= 0.1500 SP OK




Turning point >= 25° |GZMaxAngle 25.0450 >= 25.0000 SB OK



GORM - OUXM2Ballast Departure


: 4Condition No:


Vol.DWc VCGPos


Weight IT

0.8600 1.30T 3.8 0.131 0.733 7.950 2.55FO 2.9798% 1F.O.Tank 1 1.0000 0.90T 0.1 0.389 0.440 9.150 0.31FW 0.3198% 2F.W. Tank 2 1.0000 1.00 0.0 0.000 4.400 11.000 0.16PER 0.162 Crew 3 1.0000 1.00 0.0 -1.200 4.350 14.600 0.24EQ 0.24Crane 5

0.051 1.151 8.703 3.27

-0.021 2.176 7.120 25.99

Dead weight:

Light ship:


Condition's VCG (M): 2.176 (2.062 + 0.114 )

2.303

GMT (M):


KMT (M): 3.669 1.493*

0.63 0.65 67.25

WATERLINE(TM/CM)

0.113


0.931 0.987 PS -0.47

(M2)Draft at MARK:

1.044


Draft above BASE:

0.931




: 4Condition No:


0

1

2

3

4

5

6

2- 0 2 4 6 8 01 21 41 61 81 02

DA= 1.044M

DF= 0.931M

DM= 0.987M

MD= 1.040M(N.S)

TR= 0.113M

Freeboard= 1.363M


View from above

3

2

1

0

1

2

3

4- 0 4 8 21 61 02

AP FP

21


FO (0.8600T/M3) 2.97M3 Fuel Oil EQ (1.0000T/M3) 0.24T Equipment

FW (1.0000T/M3) 0.31M3 Fresh Water PER (1.0000T/M3) 0.16T Person




1.0250


Draft Mark scale.


0.0

5.0

0.1

5.1

0.2

5.2

2- 0 2 4 6 8 01 21 41 61 81

DAML

DFML

AP FP

Freeboard

Freeboard Deck

DM.base

\DA=1.044

\DF=0.931

Base Line





Freeboard = 1.363m







: 4Condition No:


4.0-

3.0-

2.0-

1.0-

0.0

1.0

2.0

3.0

4.0

06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06

GZ-curve

WL 8.250m from AP

0.5°PS






Angles(-PS°) Area(MR) ________________________________________

-0.5 > -20 0.056 -0.5 > -30 0.100 -0.5 > -40 0.146 -30.0 >-40.0 0.045 -0.5 >-60.0 0.248

Angles(+SB°) Area(MR) ________________________________________

-0.5 > 20 0.064 -0.5 > 30 0.113 -0.5 > 40 0.162 30.0 > 40.0 0.049 -0.5 > 60.0 0.270

GZ curve



-----------------------------------------------------------------------------------------------------------------


-----------------------------------------------------------------------------------------------------------------

Min.GM >= 0.15m |GMT 1.4933 >= 0.1500 SP OK







GORM - OUXM2Ballast Arrival


: 5Condition No:


Vol.DWc VCGPos


Weight IT

0.8600 1.30T 0.4 -0.006 0.295 7.950 0.26FO 0.3010% 1F.O.Tank 1 1.0000 0.90T 0.0 0.144 0.199 9.150 0.03FW 0.0310% 2F.W. Tank 2 1.0000 1.00 0.0 0.000 4.400 11.000 0.16PER 0.162 Crew 3 1.0000 1.00 0.0 -1.200 4.350 14.600 0.24EQ 0.24Crane 5

-0.411 2.644 11.014 0.69

-0.021 2.176 7.120 25.99

Dead weight:

Light ship:


Condition's VCG (M): 2.202 (2.188 + 0.014 )

2.292

GMT (M):


KMT (M): 3.693 1.491*

0.61 0.63 64.92

WATERLINE(TM/CM)

0.150


0.868 0.943 PS -1.17

(M2)Draft at MARK:

1.018


Draft above BASE:

0.868




: 5Condition No:


0

1

2

3

4

5

6

2- 0 2 4 6 8 01 21 41 61 81 02

DA= 1.018M

DF= 0.868M

DM= 0.943M

MD= 1.040M(N.S)

TR= 0.150M

Freeboard= 1.407M


View from above

3

2

1

0

1

2

3

4- 0 4 8 21 61 02

AP FP

21


FO (0.8600T/M3) 0.30M3 Fuel Oil EQ (1.0000T/M3) 0.24T Equipment

FW (1.0000T/M3) 0.03M3 Fresh Water PER (1.0000T/M3) 0.16T Person




1.0250


Draft Mark scale.


0.0

5.0

0.1

5.1

0.2

5.2

2- 0 2 4 6 8 01 21 41 61 81

DAML

DFML

AP FP

Freeboard

Freeboard Deck

DM.base

\DA=1.018

\DF=0.868

Base Line





Freeboard = 1.407m







: 5Condition No:


3.0-

2.0-

1.0-

0.0

1.0

2.0

3.0

4.0

06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06

GZ-curve

WL 8.250m from AP

1.2°PS






Angles(-PS°) Area(MR) ________________________________________

-1.2 > -20 0.050 -1.2 > -30 0.091 -1.2 > -40 0.133 -30.0 >-40.0 0.042 -1.2 >-60.0 0.227

Angles(+SB°) Area(MR) ________________________________________

-1.2 > 20 0.071 -1.2 > 30 0.122 -1.2 > 40 0.173 30.0 > 40.0 0.051 -1.2 > 60.0 0.281

GZ curve



-----------------------------------------------------------------------------------------------------------------


-----------------------------------------------------------------------------------------------------------------

Min.GM >= 0.15m |GMT 1.4910 >= 0.1500 SP OK







GORM - OUXM2

The list of flood pointsDate: 22 MAR 2012Intact ship

Type From AP (m) From CL (m) Above BASE (m)DENo Commentary

4.120 1 2.193Engine room opening 3.6003


GORM - OUXM2

Max VCG.Date: 22 MAR 2012

Y: MaxVCG (M) X: Displacement (T)

61.2

02.2

42.2

82.2

23.2

63.2

04.2

81 02 22 42 62 82 03 23 43 63 83

Trim 1(-0.500m) Trim 2(0.000m) Trim 3(0.250m) Trim 4(0.500m)

\1

\2

\3

\4

\5

Damage No Displacement(T) Max VCG(m) Remainder VCG(m)Mean draft(m) Actual VCG(m)Cond.No

2.286 2.176 0.110 26.0 0.929 1 0

2.279 2.220 0.059 33.2 1.039 2 0

2.282 2.247 0.035 30.6 0.996 3 0

2.303 2.176 0.127 29.3 0.987 4 0

2.292 2.202 0.090 26.7 0.943 5 0


GORM - OUXM2

Next claims were usedDate: 22 MAR 2012


----------------------------------------------------------------------------------------------------

Set | ID | CLAIMS

----------------------------------------------------------------------------------------------------

0 1 Left part >= Right part

Left part = GMT

Right part = 0.15


Left part = GetGZArea(HeelAngle,30)

Right part = 0.055


Left part = GetGZArea(HeelAngle,Min(40,FloodAngle3))

Right part = 0.09


Left part = GetGZArea(30,Min(40,FloodAngle3))

Right part = 0.03


Left part = GZMaxAngle

Right part = 25


Left part = GetGZMax(30,LastAngle)

Right part = 0.2


GORM - OUXM2

Results of claims calculationDate: 22 MAR 2012


------------------------------------------------------------------------------------------------------------------

ID: 1 Min.GM >= 0.15m

(GMT)>=(0.15)

Cond | Dam | Result | Remaining values | Left part | Right part |

No | No | PS | SB | PS | SB | PS | SB | PS | SB |

------------------------------------------------------------------------------------------------------------------

1 0 TRUE TRUE 1.5252 1.5252 0.1500 0.1500(+1.3752) (+1.3752)

2 0 TRUE TRUE 1.2278 1.2278 0.1500 0.1500(+1.0778) (+1.0778)

3 0 TRUE TRUE 1.2614 1.2614 0.1500 0.1500(+1.1114) (+1.1114)

4 0 TRUE TRUE 1.4933 1.4933 0.1500 0.1500(+1.3433) (+1.3433)

5 0 TRUE TRUE 1.4910 1.4910 0.1500 0.1500(+1.3410) (+1.3410)

ID: 2 Area ( 0-30) >= 0.055mr

(GetGZArea(HeelAngle,30))>=(0.055)



------------------------------------------------------------------------------------------------------------------

1 0 TRUE TRUE 0.1003 0.1212 0.0550 0.0550(+0.0453) (+0.0662)

2 0 TRUE TRUE 0.0898 0.1012 0.0550 0.0550(+0.0348) (+0.0462)

3 0 TRUE TRUE 0.0820 0.1091 0.0550 0.0550(+0.0270) (+0.0541)

4 0 TRUE TRUE 0.1004 0.1132 0.0550 0.0550(+0.0454) (+0.0582)

5 0 TRUE TRUE 0.0910 0.1219 0.0550 0.0550(+0.0360) (+0.0669)

ID: 3 Area ( 0-40) >= 0.090mr

(GetGZArea(HeelAngle,Min(40,FloodAngle3)))>=(0.09)



------------------------------------------------------------------------------------------------------------------

1 0 TRUE TRUE 0.1472 0.1740 0.0900 0.0900(+0.0572) (+0.0840)

2 0 TRUE TRUE 0.1300 0.1446 0.0900 0.0900(+0.0400) (+0.0546)

3 0 TRUE TRUE 0.1188 0.1537 0.0900 0.0900(+0.0288) (+0.0637)

4 0 TRUE TRUE 0.1459 0.1623 0.0900 0.0900(+0.0559) (+0.0723)

5 0 TRUE TRUE 0.1330 0.1727 0.0900 0.0900(+0.0430) (+0.0827)

ID: 4 Area (30-40) >= 0.030mr

(GetGZArea(30,Min(40,FloodAngle3)))>=(0.03)



------------------------------------------------------------------------------------------------------------------

1 0 TRUE TRUE 0.0468 0.0528 0.0300 0.0300(+0.0168) (+0.0228)

2 0 TRUE TRUE 0.0402 0.0434 0.0300 0.0300(+0.0102) (+0.0134)

3 0 TRUE TRUE 0.0368 0.0445 0.0300 0.0300(+0.0068) (+0.0145)

4 0 TRUE TRUE 0.0455 0.0491 0.0300 0.0300(+0.0155) (+0.0191)

5 0 TRUE TRUE 0.0419 0.0508 0.0300 0.0300(+0.0119) (+0.0208)

ID: 5 Turning point >= 25°

(GZMaxAngle)>=(25)



------------------------------------------------------------------------------------------------------------------

1 0 TRUE TRUE 60.0000 58.1982 25.0000 25.0000(+35.0000) (+33.1982)

2 0 TRUE TRUE 60.0000 60.0000 25.0000 25.0000(+35.0000) (+35.0000)

3 0 TRUE TRUE 60.0000 25.0450 25.0000 25.0000(+35.0000) (+0.0450)

4 0 TRUE TRUE 60.0000 60.0000 25.0000 25.0000(+35.0000) (+35.0000)

5 0 TRUE TRUE 60.0000 60.0000 25.0000 25.0000(+35.0000) (+35.0000)

ID: 6 GZ >= 0.2m at angle >=30°

(GetGZMax(30,LastAngle))>=(0.2)



------------------------------------------------------------------------------------------------------------------


GORM - OUXM2

Results of claims calculationDate: 22 MAR 2012


1 0 TRUE TRUE 0.3146 0.3356 0.2000 0.2000(+0.1146) (+0.1356)

2 0 TRUE TRUE 0.2594 0.2708 0.2000 0.2000(+0.0594) (+0.0708)

3 0 TRUE TRUE 0.2322 0.2606 0.2000 0.2000(+0.0322) (+0.0606)

4 0 TRUE TRUE 0.3215 0.3344 0.2000 0.2000(+0.1215) (+0.1344)

5 0 TRUE TRUE 0.2900 0.3210 0.2000 0.2000(+0.0900) (+0.1210)


GORM - OUXM2Crane calculation: See DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop

Date 22 MAR 2012

C O N T E N T

Description Page

The rule: DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop................................... 94

Condition #1,Light Ship .....................................................[Cr.pos. 1] 95

Condition #2,Max Load Departure .............................................[Cr.pos. 1] 97

Condition #3,Max Load Arrival ...............................................[Cr.pos. 1] 99

Condition #4,Ballast Departure ..............................................[Cr.pos. 1] 101

Condition #5,Ballast Arrival ................................................[Cr.pos. 1] 103



Date 22 MAR 2012

Fig.1 Stability with loss of crane load

RL1 = Net righting lever (GZ) curve for the condition before loss of crane load,corrected for crane heelingmoment and for the righting moment provided by the counter ballast if applicable.RL2 = Net righting lever (GZ) curve for the condition, after loss of crane load, corrected for the transversemoment provided by the counter ballast if applicable.QL = Static angle of equilibrium before loss of crane load.QL may alternatively be determined by the equationQL = arctan (TCG/ GMT)if this result in a small angle of heel.TCG is then to be taken as the vessel's transverse center of gravity before loss of crane load, and GMT is the corrected transverse metacentric height in the same condition.Qe = Static angle of equilibrium after loss of crane load.QF = Angle of down flooding as defined in Pt.3, Ch.3, Sec.9.Guidance note:Net righting lever implies that the calculation of the GZ curve includes the vessel's true transverse centreof gravity as function of the angle of heelThe effect of accidental drop of crane load shall be investigated and shall meet the following criteria:* The restoring energy represented by Area A2 in fig.1 is to be at least 40% in excess of the potentialenergy represented by area A1, like A2 >= 1.4*A1* The angle of static equilibrium Qe after loss of crane load shall not be more than 15 degrees from the upright.



Date 22 MAR 2012SS=1-13, Shell=121.0250 Intact shipWater sp.gravity (T/M3):

Condition No: Light Ship 1

Used Crane #1, type 1, subtype 3 GORM DECK CRANE

Crane position # 1 MAX. MOMENT TR0

The view from aft: X=distance from CL(+SB), Y=Distance above BASE

0

2

4

6

8

01

4.2- 2.1- 0.0 2.1 4.2 6.3 8.4

Base Line

C L

Crane: Home Lift Drop

Hor.angle(°) 0.0

Vert.angle(°) 0.0

WFP above WLP (m) 0.000

Rotation center

From AP (m) 14.600

From CL (m) 1.200

-90.0

90.0

14.600

1.200

90.0

-90.0

14.600

1.200

Allowed Max. Moment (t*m): 2.00

Actual moment LIFT (t*m) : 1.92

Actual moment DROP (t*m) : 1.92

H

L

D

The view from above: X=distance from AP, Y=Distance from CL(+SB)

5

3

1

1

3

5

0 4 8 21 61 02 42

\AP

PS(-)

SB(+)

\FP

AP

C L

HL

D

The view from side: X=distance from AP, Y=Distance above BASE

0

2

4

6

8

01

0 4 8 21 61 02 42

AP

Base Line

H

L

D




Condition No: Light Ship 1

Condition after crane lost load: Disp.25.39T, LCG=6.921M, VCG=2.135M, TCG=0.041M, HeelAngle=1.6°

4.0

3.0

2.0

1.0

0.0

1.0

2.0

3.0

4.0

06- 04- 02- 0 02 04 06

Load lost GZ

A2

A1

Used Crane: #1, type 1, subtype 3 GORM DECK CRANE Crane center: LCG(m): 14.600 TCG(m): 1.200

Position #1 MAX. MOMENT TR0

Load

"B.Drop""Home"Position: "A.Lift"

Weight MOVED(T): 0.600

LCG(M): 14.600 14.600 14.600

VCG(M): 8.260 1.860 3.600

TCG(M): -2.000 4.400}WFP

VCG_input(M) 6.500 1.860

-2.000

Crane

Position: "B.Drop""Home" "A.Lift"

Weight(T): 0.360

14.600 16.200LCG(M): 14.600

VCG(M): 5.120 4.053 4.587

TCG(M): 0.133 2.267 1.200

Crane + Load

Position: "B.Drop""A.Lift"

Weight(T): 0.960

14.600LCG(M): 14.600

VCG(M): 7.083 2.683

TCG(M): -1.200 3.600

WFP - Weight Fastening Point. Coordinates of WFP are used in calculation as Load's LCG,VCG,TCG

Antiheeling tanks are not used for calculation.

"Load" is included in condition # 1

"Load" and "Crane arm" are MOVED from LIFT to DROP position, then the "Load" is dropped.

Condition # 1

Displ.(T): 25.99

LCG(M): 7.120

VCG(M): 2.176

TCG(M): -0.021

DA(M) 1.026

DF(M): 0.832

Trim(M): 0.194

GMT(M): 1.525

Heel angle(°) -0.8 PS

Before DROP condition

Displ.(T): 25.99

LCG(M): 7.098

VCG(M): 2.128

TCG(M): 0.142

DA(M) 1.022

DF(M): 0.808

0.214Trim(M):

GMT(M): 1.116

Heel angle(°) 5.9 SB

After DROP condition

Displ.(T): 25.39

LCG(M): 6.921

VCG(M): 2.135

TCG(M): 0.041

DA(M) 1.052

DF(M):

1.497

SB

0.772

Trim(M): 0.280

GMT(M):

Heel angle(°) 1.6

After LIFT condition

Displ.(T): 25.99

LCG(M): 7.098

VCG(M): 2.291

TCG(M): -0.036

DA(M) 1.030

DF(M): 0.825

0.205Trim(M):

GMT(M): 1.370


Angle of down flooding 40.0 °

Max alloved heeling angle: ° 5.0 To change heel angle at DROP position from 5.9°SB to 5.0°SB: Add 0(T*M) on PS

Area A1: 0.004

Area A2: 0.199

A2 >= 1.4*A1 (0.199 - 1.4*0.004 = 0.193)




Condition No: Max Load Departure 2




0

2

4

6

8

01

4.2- 2.1- 0.0 2.1 4.2 6.3 8.4

Base Line

C L


Hor.angle(°) 0.0

Vert.angle(°) 0.0


Rotation center

From AP (m) 14.600

From CL (m) 1.200

-90.0

90.0

14.600

1.200

90.0

-90.0

14.600

1.200




H

L

D


5

3

1

1

3

5

0 4 8 21 61 02 42

\AP

PS(-)

SB(+)

\FP

AP

C L

HL

D


0

2

4

6

8

01

0 4 8 21 61 02 42

AP

Base Line

H

L

D




Condition No: Max Load Departure 2


4.0

3.0

2.0

1.0

0.0

1.0

2.0

3.0

06- 04- 02- 0 02 04 06

Load lost GZ

A2

A1



Load



LCG(M): 14.600 14.600 14.600

VCG(M): 8.260 1.860 3.600

TCG(M): -2.000 4.400}WFP

VCG_input(M) 6.500 1.860

-2.000

Crane


Weight(T): 0.360

14.600 16.200LCG(M): 14.600

VCG(M): 5.120 4.053 4.587

TCG(M): 0.133 2.267 1.200

Crane + Load


Weight(T): 0.960

14.600LCG(M): 14.600

VCG(M): 7.083 2.683

TCG(M): -1.200 3.600





Condition # 2

Displ.(T): 33.16

LCG(M): 6.989

VCG(M): 2.220

TCG(M): -0.011

DA(M) 1.177

DF(M): 0.902

Trim(M): 0.275

GMT(M): 1.228



Displ.(T): 33.16

LCG(M): 6.972

VCG(M): 2.183

TCG(M): 0.116

DA(M) 1.181

DF(M): 0.882

0.299Trim(M):

GMT(M): 1.030



Displ.(T): 32.56

LCG(M): 6.831

VCG(M): 2.189

TCG(M): 0.037

DA(M) 1.202

DF(M):

1.231

SB

0.846

Trim(M): 0.356

GMT(M):

Heel angle(°) 1.7


Displ.(T): 33.16

LCG(M): 6.972

VCG(M): 2.310

TCG(M): -0.023

DA(M) 1.181

DF(M): 0.896

0.285Trim(M):

GMT(M): 1.134




Area A1: 0.003

Area A2: 0.170

A2 >= 1.4*A1 (0.170 - 1.4*0.003 = 0.166)




Condition No: Max Load Arrival 3




0

2

4

6

8

01

4.2- 2.1- 0.0 2.1 4.2 6.3 8.4

Base Line

C L


Hor.angle(°) 0.0

Vert.angle(°) 0.0


Rotation center

From AP (m) 14.600

From CL (m) 1.200

-90.0

90.0

14.600

1.200

90.0

-90.0

14.600

1.200




H

L

D


5

3

1

1

3

5

0 4 8 21 61 02 42

\AP

PS(-)

SB(+)

\FP

AP

C L

HL

D


0

2

4

6

8

01

0 4 8 21 61 02 42

AP

Base Line

H

L

D




Condition No: Max Load Arrival 3


3.0

2.0

1.0

0.0

1.0

2.0

3.0

06- 04- 02- 0 02 04 06

Load lost GZ

A2

A1



Load



LCG(M): 14.600 14.600 14.600

VCG(M): 8.260 1.860 3.600

TCG(M): -2.000 4.400}WFP

VCG_input(M) 6.500 1.860

-2.000

Crane


Weight(T): 0.360

14.600 16.200LCG(M): 14.600

VCG(M): 5.120 4.053 4.587

TCG(M): 0.133 2.267 1.200

Crane + Load


Weight(T): 0.960

14.600LCG(M): 14.600

VCG(M): 7.083 2.683

TCG(M): -1.200 3.600





Condition # 3

Displ.(T): 30.58

LCG(M): 6.898

VCG(M): 2.247

TCG(M): -0.027

DA(M) 1.151

DF(M): 0.840

Trim(M): 0.311

GMT(M): 1.261



Displ.(T): 30.58

LCG(M): 6.879

VCG(M): 2.207

TCG(M): 0.111

DA(M) 1.155

DF(M): 0.821

0.334Trim(M):

GMT(M): 1.065



Displ.(T): 29.98

LCG(M): 6.724

VCG(M): 2.214

TCG(M): 0.025

DA(M) 1.177

DF(M):

1.281

SB

0.783

Trim(M): 0.394

GMT(M):

Heel angle(°) 1.1


Displ.(T): 30.58

LCG(M): 6.879

VCG(M): 2.345

TCG(M): -0.040

DA(M) 1.156

DF(M): 0.833

0.323Trim(M):

GMT(M): 1.139




Area A1: 0.003

Area A2: 0.162

A2 >= 1.4*A1 (0.162 - 1.4*0.003 = 0.157)




Condition No: Ballast Departure 4




0

2

4

6

8

01

4.2- 2.1- 0.0 2.1 4.2 6.3 8.4

Base Line

C L


Hor.angle(°) 0.0

Vert.angle(°) 0.0


Rotation center

From AP (m) 14.600

From CL (m) 1.200

-90.0

90.0

14.600

1.200

90.0

-90.0

14.600

1.200




H

L

D


5

3

1

1

3

5

0 4 8 21 61 02 42

\AP

PS(-)

SB(+)

\FP

AP

C L

HL

D


0

2

4

6

8

01

0 4 8 21 61 02 42

AP

Base Line

H

L

D




Condition No: Ballast Departure 4


4.0

3.0

2.0

1.0

0.0

1.0

2.0

3.0

4.0

06- 04- 02- 0 02 04 06

Load lost GZ

A2

A1



Load



LCG(M): 14.600 14.600 14.600

VCG(M): 8.260 1.860 3.600

TCG(M): -2.000 4.400}WFP

VCG_input(M) 6.500 1.860

-2.000

Crane


Weight(T): 0.360

14.600 16.200LCG(M): 14.600

VCG(M): 5.120 4.053 4.587

TCG(M): 0.133 2.267 1.200

Crane + Load


Weight(T): 0.960

14.600LCG(M): 14.600

VCG(M): 7.083 2.683

TCG(M): -1.200 3.600





Condition # 4

Displ.(T): 29.26

LCG(M): 7.297

VCG(M): 2.176

TCG(M): -0.013

DA(M) 1.044

DF(M): 0.931

Trim(M): 0.113

GMT(M): 1.493



Displ.(T): 29.26

LCG(M): 7.277

VCG(M): 2.134

TCG(M): 0.131

DA(M) 1.045

DF(M): 0.910

0.134Trim(M):

GMT(M): 1.123



Displ.(T): 28.66

LCG(M): 7.124

VCG(M): 2.139

TCG(M): 0.042

DA(M) 1.069

DF(M):

1.463

SB

0.874

Trim(M): 0.195

GMT(M):

Heel angle(°) 1.6


Displ.(T): 29.26

LCG(M): 7.277

VCG(M): 2.278

TCG(M): -0.026

DA(M) 1.048

DF(M): 0.925

0.123Trim(M):

GMT(M): 1.366




Area A1: 0.003

Area A2: 0.192

A2 >= 1.4*A1 (0.192 - 1.4*0.003 = 0.187)




Condition No: Ballast Arrival 5




0

2

4

6

8

01

4.2- 2.1- 0.0 2.1 4.2 6.3 8.4

Base Line

C L


Hor.angle(°) 0.0

Vert.angle(°) 0.0


Rotation center

From AP (m) 14.600

From CL (m) 1.200

-90.0

90.0

14.600

1.200

90.0

-90.0

14.600

1.200




H

L

D


5

3

1

1

3

5

0 4 8 21 61 02 42

\AP

PS(-)

SB(+)

\FP

AP

C L

HL

D


0

2

4

6

8

01

0 4 8 21 61 02 42

AP

Base Line

H

L

D




Condition No: Ballast Arrival 5


4.0

3.0

2.0

1.0

0.0

1.0

2.0

3.0

4.0

06- 04- 02- 0 02 04 06

Load lost GZ

A2

A1



Load



LCG(M): 14.600 14.600 14.600

VCG(M): 8.260 1.860 3.600

TCG(M): -2.000 4.400}WFP

VCG_input(M) 6.500 1.860

-2.000

Crane


Weight(T): 0.360

14.600 16.200LCG(M): 14.600

VCG(M): 5.120 4.053 4.587

TCG(M): 0.133 2.267 1.200

Crane + Load


Weight(T): 0.960

14.600LCG(M): 14.600

VCG(M): 7.083 2.683

TCG(M): -1.200 3.600





Condition # 5

Displ.(T): 26.68

LCG(M): 7.221

VCG(M): 2.202

TCG(M): -0.031

DA(M) 1.018

DF(M): 0.868

Trim(M): 0.150

GMT(M): 1.491



Displ.(T): 26.68

LCG(M): 7.200

VCG(M): 2.156

TCG(M): 0.127

DA(M) 1.017

DF(M): 0.849

0.168Trim(M):

GMT(M): 1.137



Displ.(T): 26.08

LCG(M): 7.029

VCG(M): 2.163

TCG(M): 0.029

DA(M) 1.044

DF(M):

1.504

SB

0.811

Trim(M): 0.234

GMT(M):

Heel angle(°) 1.1


Displ.(T): 26.68

LCG(M): 7.200

VCG(M): 2.314

TCG(M): -0.045

DA(M) 1.022

DF(M): 0.861

0.161Trim(M):

GMT(M): 1.317




Area A1: 0.004

Area A2: 0.182

A2 >= 1.4*A1 (0.182 - 1.4*0.004 = 0.177)


APPENDIX

stability booklet

Ship SurveyValling

26-03-2012

Length overall 18,600 m

Length Between PP 16,500 m

Breath moulded 4,920 m

Depth 2,350 m

PRINCIPAL PARTICULARS :

Sofa

Interiors

Main Deck

Documents

STABILITY BOOKLET GORM