STABILITY BOOKLET FRU VEBER - Shipsforsale Sweden

STABILITY BOOKLET

STABILITY BOOKLET

FRU VEBER SVENDBORG

OWOV2

H 1748

REVISION 02

18/08/2014

DK-5700

SVENDBORG

i henhold til brev af:SFS Sag Nr.: Navn:

GODKENDT

SFS001.1 Dette dokument er blevet behandlet elektroniskog er derfor gyldigt uden egentlig signatur.

20.08.2014 2014016529

Rune Jacobsen

2

CONTENTS:

Stabilitetskriterier, vejledning til skibets fører …………………..….………...………………………………..………… 2

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

Generelle forholdsregler mod kæntring ………………..….………...………………………………..……………....…....…....3

Operationelle procedurer knyttet til vejrforhold ……………………..….………...………………………………..…………….3

Fri væskeoverflade - effekter af væske i tanke ……………..….………...………………………………..……………....……4

Specielle anmærkninger angående stabilitet ……………..….………...………………………………..……………....….......5

Brug af max tilladt VCG grænsekurver/tabeller ……………..….………...………………………………..……………....……6

Beregningsmetode med eksempel på beregning af en lastekondition…………….…..….………...…………………………7

Stabilitet kontrol………………..….………...………………………………..……………....………..……………....…………..13

Unit omregning ……………..….………...………………………………..……………....…………..……………....…………..20

Manuelle beregninger af stabillitet og trim ………………..….………...………………………………..……………....…......21

Hydrostatics

Conditions

Appendix: Inclining test report

Drawings: General Arrangement

Load Line Mark

3

Vejledning til skibets fører:

Stabilitetskriterier:

The stability for this cargo vessel is calculated according to ‘Meddelelser fra Søfartsstyrelsen B, Kapitel II’.

Bemærkninger:

1. Til at begynde med skal der forbruges br.o. fra Center tank

2. Når Center tank er tømt skal denne fyldes op igen fra lager tank på agterdæk

3. Br.o. tanke SB og BB skal holdes helt fyldte indtil lager tank på agterdæk er helt tømt.

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INTAKT STABILITET-VEJLEDNING TIL SKIBETS FØRER

Dato 18 AUG 2014

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

stabilitetskrav kan 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

1.5 Føreren 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.2.91 - 15.05.2013, Valling Ship Survey Aps DK-5700, Svendborg 4Page No:

bevægelse i søen .

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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 2008 IS Code

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 (HA-30) >= 0.055mrB)(kommentar) :

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

>=(Sammenlign) :

0.055(Højre s.) :

Area (HA-40/FA3) >= 0.090mrC)(kommentar) :

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

>=(Sammenlign) :

0.09(Højre s.) :

Area (30-40/FA3) >= 0.030mrD)(kommentar) :

CHOOSE(Min(40,FloodAngle3) >30 ,GetGZArea(30,Min(40,FloodAngle3)),0)(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) - 0.350m fore


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2) 0.000m 0-trim (even)

3) + 0.350m aft

4) + 0.700m 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) x massefylden af tankvæsken (t/m3)

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

Deplacement af fartøjet (t)

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


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

For en trekantet tank: i = L x B^3 / 36

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 2008 IS Code 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 VCGNo

LCG TCG L.MomentDescription (t*m)

Weight IT

0.8600 19.8 2.0 0.0 0.2322 0.27 0.000 0.925 9.334 2.13FOF.O. Tank Center 1

0.8600 12.3 1.3 -1.3 0.0774 0.09 -0.966 0.964 9.318 1.32FOF.O. Tank PS 2

0.8600 12.3 1.3 1.3 0.0774 0.09 0.966 0.964 9.318 1.32FOF.O. Tank SB 3

0.8600 8.3 7.7 0.0 2.4252 2.82 0.000 2.951 3.165 2.61FOAft deck F.O. Tank 4

1.0000 5.8 0.3 0.0 0.0800 0.08 0.000 0.639 10.799 0.54FWF.W. Tank 5

0.9000 0.4 0.3 -0.3 0.0090 0.01 -1.850 2.012 2.650 0.17LOLube Oil Tank 6

1.0000 0.1 0.0 0.0 0.0100 0.01 2.075 1.894 8.670 0.02SEWSewage Tank Fore 7

1.0000 0.0 0.0 0.0 0.00 0.000 0.464 4.520 0.01SEWSewage Tank Aft 8

1.0000 0.7 0.6 0.0 0.00 0.000 1.230 1.347 0.50STOStore 10

1.0000 2.8 1.1 0.0 0.00 0.000 4.780 12.360 0.23PERCrew 11

1.0000 8.5 1.8 0.0 0.00 0.000 1.970 9.490 0.90PER12 Passenger 13

1.0000 5.5 7.5 0.0 0.00 0.000 3.400 2.490 2.20DLDeck Load 14

1.0000 0.9 0.8 0.0 0.00 0.000 2.700 3.165 0.29DLWeight of Aft deckF.O.Tank 16

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

77.6 24.7 -0.3 2.9112 3.37 -0.023 2.018 6.340 12.24SUM DØDVÆGT:

333.0 92.7 0.000 2.232 8.017 41.54LETSKIB

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

410.6 117.4 -0.3 2.9112 -0.005 2.183 7.635 53.78SUM KONDITION

Solid

8.2. "Effekt af frie væskeoverflader"

(FO ) = Spg*SUM(IT) = 0.8600 t/m3 * 3.27 m4 = 2.8122 t*m

(FW ) = Spg*SUM(IT) = 1.0000 t/m3 * 0.08 m4 = 0.0800 t*m

(LO ) = Spg*SUM(IT) = 0.9000 t/m3 * 0.01 m4 = 0.0090 t*m

(SEW) = Spg*SUM(IT) = 1.0000 t/m3 * 0.01 m4 = 0.0100 t*m

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

Total moment af frie væskeoverflader = 2.9112 t*m

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

GM.red = Tot. moment af frie væskeoverflader(t*m) / Deplacement(t) = 2.9112 t*m / 53.78 t = 0.054 m

VCG.corr. = VCG.solid(m) + GM.red(m) = 2.183 m + 0.054 m = 2.237 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

34.61 35.48 7.946 0.785 7.690 3.475 0.700 0.807 0.000 1.100 1.100

41.54 42.58 7.917 0.846 7.855 3.192 0.719 0.853 0.000 1.200 1.200

48.63 49.84 7.918 0.905 7.990 2.979 0.734 0.894 0.000 1.300 1.300

55.86 57.25 7.935 0.963 8.097 2.818 0.747 0.930 0.000 1.400 1.400

F= Interpolations faktor for deplacement 53.78 t

= (53.78 t - 49.84 t) / (57.25 t - 49.84 t) = 0.531714

LCB = 7.918 m + (7.935 m - 7.918 m)*F = 7.927 m

MCT1CM = 0.894 t*m/cm + (0.930 t*m/cm - 0.894 t*m/cm)*F = 0.913 t*m/cm

LCF = 7.990 m + (8.097 m - 7.990 m)*F = 8.047 m

DM.base = 1.300 m + (1.400 m - 1.300 m)*F = 1.353 m


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TRIM = 53.78 t * (7.927 m - 7.635 m)/0.913 t*m/cm = 17.2 cm = 0.172 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 #2 = #0.000 m (NEDERSTE trim)

TPCTCB MCT1CM



48.63 49.84 7.918 0.905 7.990 2.979 0.734 0.894 0.000 1.300 1.300

55.86 57.25 7.935 0.963 8.097 2.818 0.747 0.930 0.000 1.400 1.400

Hydrostatiske data for Trim #3 = #0.350 m (ØVERSTE trim)

TPCTCB MCT1CM



50.70 51.96 7.331 0.927 7.823 2.882 0.720 0.845 0.000 1.475 1.125

57.81 59.25 7.401 0.983 7.958 2.756 0.736 0.887 -0.000 1.575 1.225

D = 53.78 t

T = 0.172 m

T1 = 0.000 m

T2 = 0.350 m

D11 = 49.84 t

D12 = 57.25 t

D21 = 51.96 t

D22 = 59.25 t

V11 = KMT11 = 2.979 m

V12 = KMT12 = 2.818 m

V21 = KMT21 = 2.882 m

V22 = KMT22 = 2.756 m

KMT1 = V1 = 2.979 + (2.818 - 2.979) * (53.78 - 49.84) / (57.25 - 49.84) = 2.893 m

KMT2 = V2 = 2.882 + (2.756 - 2.882) * (53.78 - 51.96) / (59.25 - 51.96) = 2.851 m

KMT = V = 2.893 + (2.851 - (2.893)) * (0.172 - (0.000)) / (0.350 - (0.000)) = 2.872 m

GM.corr = KMT – VCG.corr = 2.872 m – 2.237 m = 0.635 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 =53.78 t

Trim (på LPP = 18.980 m ) = 0.172 m

TC = Trimændring pr. meter = 0.172m / 18.980m = 0.0091 m/m (aft)

Dybgang til Basislinien ved AP:

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

= 1.353 m + (0.0091 m/m) * 8.047 m = 1.426 m

Agterste dybgangsmærke = 1.426 m (Se "Dybgangsmærke Skala" næste side)

Dybgang til Basislinien ved FP

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

= 1.353 m - (0.0091 m/m) * (18.980 m - 8.047 m) = 1.254 m

Forreste dybgangsmærke = 1.254 m (Se "Dybgangsmærke Skala" næste side)

Dybgang ved LPP/2 til Basislinien:

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

= (1.426 m + 1.254 m) / 2 = 1.340 m

Beregning af fribord:

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

FD.fribord = 2.650 m

Fribord = FD.fribord - DM.base

Fribord = (2.650 m - 1.340 m) = 1.310 m

Beregning af krængning:

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

= (-0.005 m / 0.635 m) * 57.3° = -0.45° 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

0.3

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

DAML

DFML

AP FP

Freeboard

Freeboard Deck

DM.base

\DA=1.426

\DF=1.254

Base Line

Dybgan fra basislinien: Dybgang ved dybgangsmærke: Horisontal distance:

DA.base ved AP = 1.426m DA.mark = 1.426m (v/ agterste dybg. mærke) DA.base-DA.mark = 0.000m

DF.base ved FP = 1.254m DF.mark = 1.254m (v/ forreste dybg. mærke) DF.base-DF.mark = 0.000m

DA.base ved LPP/2= 1.340m DM.mark = 1.340m (v/ midterste dybg. mærke) DM.base-DM.mark = 0.000m

Fribord = 1.310m

Moulded maks. dybg. = 1.340m

REST dybgang = Moulded maks dybg. - DM.base = 1.340m -1.340m = 0.000m

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) | -0.350 | 0.000 | 0.350 | 0.700

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

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

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

53.20 2.329 2.329 2.327 2.314

53.63 2.329 2.328 2.325 2.312

54.07 2.329 2.328 2.323 2.309

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 = 53.78 t

T = 0.172 m

T1 = 0.000 m

T2 = 0.350 m

D11 = 53.63 t

D12 = 54.07 t

D21 = 53.63 t

D22 = 54.07 t

V11 = VCG.limit11 = 2.328 m

V12 = VCG.limit12 = 2.328 m

V21 = VCG.limit21 = 2.325 m

V22 = VCG.limit22 = 2.323 m

VCG.limit1 = V1 = 2.328 + (2.328 - 2.328) * (53.78 - 53.63) / (54.07 - 53.63) = 2.328 m

VCG.limit2 = V2 = 2.325 + (2.323 - 2.325) * (53.78 - 53.63) / (54.07 - 53.63) = 2.324 m

VCG.limit = V = 2.328 + (2.324 - (2.328)) * (0.172 - (0.000)) / (0.350 - (0.000)) = 2.326 m

9.2 Konklusion

VCG.corr = 2.237 m som er UNDER grænseværdi for VCG på 2.326 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 = 0.635 m

Deplacement inkluderet ny TW = 53.78 t + 0.10 t = 53.88 t

Krængning = ATAN(0.50 t*m / (0.635 m * 53.88 t)) = 0.84°SB

Ny krængning for kondition 2 = Krængning før vægt + Krængning = -0.45°PS + 0.84°SB= 0.39°SB


FRU VEBER - OWOV2


Dato 18 AUG 2014

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

For eksempel kondition: AKTUELT DEPL. = 53.78 t, AKTUELT TRIM = 0.172 m

KY-værdier hentes fra KY-tabel under NEDERSTE Trim = 0.000 m

Saved: 17 DEC 2013 ,used SS: 1-27

used APP1:

used APP2:

Sp.Grav.= 1.0250t/m3

Shell=14 (1.014)

EKSTREM Volumen(m3) = MOULDED Volumen(m3)*1.014

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

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

Dr.# | DA(m) | DF(m) | Displ(t) | -80° | -70° | -60° | -50° | -40° | -30° | -20° | -10° | 0° |

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

3 1.300 1.300 49.84 -1.938 -2.019 -1.997 -1.889 -1.686 -1.366 -0.979 -0.521 0.000

4 1.400 1.400 57.25 -1.902 -1.963 -1.943 -1.847 -1.661 -1.361 -0.963 -0.498 0.000

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

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

Dr.# | DA(m) | DF(m) | Displ(t) | 0° | 10° | 20° | 30° | 40° | 50° | 60° | 70° | 80° |

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

3 1.300 1.300 49.84 0.000 0.521 0.979 1.366 1.686 1.889 1.997 2.019 1.938

4 1.400 1.400 57.25 0.000 0.498 0.963 1.361 1.661 1.847 1.943 1.963 1.902

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

NEDERSTE Depl.1 = 49.84 t

ØVERSTE Depl.1 = 57.25 t

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

= (53.78 t - 49.84 t) / (57.25 t - 49.84 t) = 0.531714

BB side SB side _

L-80 = KY(-80°) = -1.938+(-1.902-(-1.938))*X = -1.919 L0 = KY(0°) = 0.000+(0.000-(0.000))*X = 0.000

L-70 = KY(-70°) = -2.019+(-1.963-(-2.019))*X = -1.989 L10 = KY(10°) = 0.521+(0.498-(0.521))*X = 0.509

L-60 = KY(-60°) = -1.997+(-1.943-(-1.997))*X = -1.968 L20 = KY(20°) = 0.979+(0.963-(0.979))*X = 0.970

L-50 = KY(-50°) = -1.889+(-1.847-(-1.889))*X = -1.867 L30 = KY(30°) = 1.366+(1.361-(1.366))*X = 1.363

L-40 = KY(-40°) = -1.686+(-1.661-(-1.686))*X = -1.673 L40 = KY(40°) = 1.686+(1.661-(1.686))*X = 1.673

L-30 = KY(-30°) = -1.366+(-1.361-(-1.366))*X = -1.363 L50 = KY(50°) = 1.889+(1.847-(1.889))*X = 1.867

L-20 = KY(-20°) = -0.979+(-0.963-(-0.979))*X = -0.970 L60 = KY(60°) = 1.997+(1.943-(1.997))*X = 1.968

L-10 = KY(-10°) = -0.521+(-0.498-(-0.521))*X = -0.509 L70 = KY(70°) = 2.019+(1.963-(2.019))*X = 1.989

L0 = KY(0°) = 0.000+(0.000-(0.000))*X = 0.000 L80 = KY(80°) = 1.938+(1.902-(1.938))*X = 1.919


FRU VEBER - OWOV2


Dato 18 AUG 2014

KY-værdier hentes fra KY-tabel under ØVERSTE Trim = 0.350 m

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

Dr.# | DA(m) | DF(m) | Displ(t) | -80° | -70° | -60° | -50° | -40° | -30° | -20° | -10° | 0° |

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

3 1.475 1.125 51.96 -1.907 -1.979 -1.965 -1.865 -1.670 -1.366 -0.970 -0.505 0.000

4 1.575 1.225 59.25 -1.872 -1.930 -1.915 -1.819 -1.639 -1.351 -0.952 -0.486 0.000

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

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

Dr.# | DA(m) | DF(m) | Displ(t) | 0° | 10° | 20° | 30° | 40° | 50° | 60° | 70° | 80° |

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

3 1.475 1.125 51.96 0.000 0.505 0.970 1.366 1.670 1.865 1.965 1.979 1.907

4 1.575 1.225 59.25 0.000 0.486 0.952 1.351 1.639 1.819 1.915 1.930 1.872

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

NEDERSTE Depl.2 = 51.96 t

ØVERSTE Depl.2 = 59.25 t

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

= (53.78 t - 51.96 t) / (59.25 t - 51.96 t) = 0.249657

BB side SB side _

U-80 = KY(-80°) = -1.907+(-1.872-(-1.907))*X = -1.898 U0 = KY(0°) = 0.000+(0.000-(0.000))*X = 0.000

U-70 = KY(-70°) = -1.979+(-1.930-(-1.979))*X = -1.967 U10 = KY(10°) = 0.505+(0.486-(0.505))*X = 0.500

U-60 = KY(-60°) = -1.965+(-1.915-(-1.965))*X = -1.953 U20 = KY(20°) = 0.970+(0.952-(0.970))*X = 0.966

U-50 = KY(-50°) = -1.865+(-1.819-(-1.865))*X = -1.854 U30 = KY(30°) = 1.366+(1.351-(1.366))*X = 1.362

U-40 = KY(-40°) = -1.670+(-1.639-(-1.670))*X = -1.662 U40 = KY(40°) = 1.670+(1.639-(1.670))*X = 1.662

U-30 = KY(-30°) = -1.366+(-1.351-(-1.366))*X = -1.362 U50 = KY(50°) = 1.865+(1.819-(1.865))*X = 1.854

U-20 = KY(-20°) = -0.970+(-0.952-(-0.970))*X = -0.966 U60 = KY(60°) = 1.965+(1.915-(1.965))*X = 1.953

U-10 = KY(-10°) = -0.505+(-0.486-(-0.505))*X = -0.500 U70 = KY(70°) = 1.979+(1.930-(1.979))*X = 1.967

U0 = KY(0°) = 0.000+(0.000-(0.000))*X = 0.000 U80 = KY(80°) = 1.907+(1.872-(1.907))*X = 1.898

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

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

= (0.172 m - (0.000 m)) / (0.350 m - (0.000 m)) = 0.491429

BB side SB side _

KY(-80°)= L-80 + (U-80 - L-80)*X = -1.909 KY(0°) = L0 + (U0 - L0 )*X = 0.000

KY(-70°)= L-70 + (U-70 - L-70)*X = -1.978 KY(10°) = L10 + (U10 - L10 )*X = 0.505

KY(-60°)= L-60 + (U-60 - L-60)*X = -1.961 KY(20°) = L20 + (U20 - L20 )*X = 0.968

KY(-50°)= L-50 + (U-50 - L-50)*X = -1.861 KY(30°) = L30 + (U30 - L30 )*X = 1.363

KY(-40°)= L-40 + (U-40 - L-40)*X = -1.668 KY(40°) = L40 + (U40 - L40 )*X = 1.668

KY(-30°)= L-30 + (U-30 - L-30)*X = -1.363 KY(50°) = L50 + (U50 - L50 )*X = 1.861

KY(-20°)= L-20 + (U-20 - L-20)*X = -0.968 KY(60°) = L60 + (U60 - L60 )*X = 1.961

KY(-10°)= L-10 + (U-10 - L-10)*X = -0.505 KY(70°) = L70 + (U70 - L70 )*X = 1.978

KY(0°) = L0 + (U0 - L0 )*X = 0.000 KY(80°) = L80 + (U80 - L80 )*X = 1.909


FRU VEBER - OWOV2


Dato 18 AUG 2014

12.GZ- kurve

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

VCG.corr | [K] | 2.237 m |

TCG | [T] | -0.005 m |

GM.corr | [G] | 0.635 m |

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

A=Tip ° | | -80 | -70 | -60 | -50 | -40 | -30 | -20 | -10 | 0 |

SIN(A) | [1] | -0.985| -0.940| -0.866| -0.766| -0.643| -0.500| -0.342| -0.174| 0.000|

COS(A) | [2] | 0.174| 0.342| 0.500| 0.643| 0.766| 0.866| 0.940| 0.985| 1.000|

KY | [3] | -1.909| -1.978| -1.961| -1.861| -1.668| -1.363| -0.968| -0.505| 0.000|

VCG.corr*SIN(A) | [K]*[1]=[4] | -2.203| -2.103| -1.937| -1.714| -1.438| -1.119| -0.765| -0.389| 0.000|

TCG*COS(A) | [T]*[2]=[5] | -0.001| -0.002| -0.003| -0.003| -0.004| -0.004| -0.005| -0.005| -0.005|

GZ | [3]-[4]-[5] | 0.295| 0.127| -0.021| -0.144| -0.226| -0.240| -0.198| -0.111| 0.005|

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

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

A=Tip ° | | 0 | 10 | 20 | 30 | 40 | 50 | 60 | 70 | 80 |

SIN(A) | [1] | 0.000| 0.174| 0.342| 0.500| 0.643| 0.766| 0.866| 0.940| 0.985|

COS(A) | [2] | 1.000| 0.985| 0.940| 0.866| 0.766| 0.643| 0.500| 0.342| 0.174|

KY | [3] | 0.000| 0.505| 0.968| 1.363| 1.668| 1.861| 1.961| 1.978| 1.909|

VCG.corr*SIN(A) | [K]*[1]=[4] | 0.000| 0.389| 0.765| 1.119| 1.438| 1.714| 1.937| 2.103| 2.203|

TCG*COS(A) | [T]*[2]=[5] | -0.005| -0.005| -0.005| -0.004| -0.004| -0.003| -0.003| -0.002| -0.001|

GZ | [3]-[4]-[5] | 0.005| 0.121| 0.208| 0.248| 0.234| 0.150| 0.027| -0.123| -0.293|

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

GZ-kurve

3.0-

2.0-

1.0-

0.0

1.0

2.0

3.0

08- 06- 04- 02- 0 02 04 06 08

GZ

0.295

0.127

-0.021

-0.144

-0.226 -0.240

-0.198

-0.111

0.005

0.121

0.208

0.248 0.234

0.150

0.027

-0.123

-0.293

0.5°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*(0.005 + 0.121) = 0.011 (m*rad)

A2 = A(10 - 20) = (20 - 10)/57.3*(GZ(10) + GZ(20))/2 = 0.0873*(0.121 + 0.208) = 0.029 (m*rad)

A3 = A(0 - 20) = 0.011 + 0.029 = 0.040 (m*rad)


FRU VEBER - OWOV2


Dato 18 AUG 2014

Areal under GZ-kurven (meter*radianer)

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

Tip | -10° | -20° | -30° | -40° | -50° | -60° | -70° | -80° |

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

0° | 0.009 | 0.036 | 0.074 | 0.115 | 0.147 | 0.161 | 0.152 | 0.115 |

-10° | | 0.027 | 0.065 | 0.106 | 0.138 | 0.152 | 0.143 | 0.106 |

-20° | | | 0.038 | 0.079 | 0.111 | 0.125 | 0.116 | 0.079 |

-30° | | | | 0.041 | 0.073 | 0.087 | 0.078 | 0.041 |

-40° | | | | | 0.032 | 0.046 | 0.037 | 0.000 |

-50° | | | | | | 0.014 | 0.005 | -0.032 |

-60° | | | | | | | -0.009 | -0.046 |

-70° | | | | | | | | -0.037 |

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

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

Tip | 10° | 20° | 30° | 40° | 50° | 60° | 70° | 80° |

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

0° | 0.011 | 0.040 | 0.080 | 0.122 | 0.156 | 0.171 | 0.163 | 0.127 |

10° | | 0.029 | 0.069 | 0.111 | 0.145 | 0.160 | 0.152 | 0.116 |

20° | | | 0.040 | 0.082 | 0.116 | 0.131 | 0.123 | 0.087 |

30° | | | | 0.042 | 0.076 | 0.091 | 0.083 | 0.047 |

40° | | | | | 0.034 | 0.049 | 0.041 | 0.005 |

50° | | | | | | 0.015 | 0.007 | -0.029 |

60° | | | | | | | -0.008 | -0.044 |

70° | | | | | | | | -0.036 |

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


FRU VEBER - OWOV2


Dato 18 AUG 2014

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

STABILLITETS KRAV: (RESULTAT: Kontrollerer værdier beregnet 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)? : 0.2433 >= 0.2000 OK

RESULTAT (SB) [Venstre >= Højre del)? : 0.2521 >= 0.2000 OK

Min.GM >= 0.15m(kommentar) :

GMT(Venstre s.) :

>=(Sammenlign) :

0.15(Højre s.) :



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

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

>=(Sammenlign) :

0.055(Højre s.) :



Area (HA-40/FA3) >= 0.090mr(kommentar) :

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

>=(Sammenlign) :

0.09(Højre s.) :



Area (30-40/FA3) >= 0.030mr(kommentar) :

CHOOSE(Min(40,FloodAngle3) >30 ,GetGZArea(30,Min(40,FloodAngle3)),0)(Venstre s.) :

>=(Sammenlign) :

0.03(Højre s.) :



Turning point >= 25°(kommentar) :

GZMaxAngle(Venstre s.) :

>=(Sammenlign) :

25(Højre s.) :




FRU VEBER - OWOV2


Dato 18 AUG 2014

* 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.


FRU VEBER - OWOV2


Dato 18 AUG 2014

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


FRU VEBER - OWOV2

Manuelle beregninger af stabillitet og trim.

Dato 18 AUG 2014

Last kondition:

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

DWc VCGNo

LCG TCG L.MomentDescription (t*m)

Weight IT

0.8600FOAft deck F.O. Tank 8

0.8600FOF.O. Tank Center 1

0.8600FOF.O. Tank PS 2

0.8600FOF.O. Tank SB 3

1.0000FWF.W. Tank 4

0.9000LOLube Oil Tank 5

1.0000SEWSewage Tank Aft 7

1.0000SEWSewage Tank Fore 6

SUM DØDVÆGT:

333.0 92.7 0.000 2.232 8.017 41.54LETSKIB

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

SUM KONDITION


FRU VEBER - OWOV2

Manuelle beregninger af stabillitet og trim.

Dato 18 AUG 2014


FRU VEBER - OWOV2

C o n t e n t s Date: 18 AUG 2014

Description Page

...................................................................................................................................................................................................................................... 25The HYPET definitions.

...................................................................................................................................................................................................................................... 26Ship's main data

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

...................................................................................................................................................................................................................................... 29The details of Ship's hull sections

...................................................................................................................................................................................................................................... 56The List of tanks

...................................................................................................................................................................................................................................... 57The List of tanks

...................................................................................................................................................................................................................................... 58The list of flood points

...................................................................................................................................................................................................................................... 59The tank tables: tables only.

...................................................................................................................................................................................................................................... 67Hydrostatic: Table & Graphics

...................................................................................................................................................................................................................................... 71Deadweight scale

...................................................................................................................................................................................................................................... 72KY: Table

...................................................................................................................................................................................................................................... 76KY: Graphics

...................................................................................................................................................................................................................................... 80The max.VCG limit curves: Graphics 2

...................................................................................................................................................................................................................................... 81The max.VCG limit curves: Interpolated table

...................................................................................................................................................................................................................................... 85The Lateral plane, Freeboard, Draft mark

24Page No:HYPET-H100w, Ship Designer. V.2.91 - 15.05.2013, Valling Ship Survey Aps DK-5700, Svendborg

FRU VEBER - OWOV2

The HYPET definitions. Date: 18 AUG 2014

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


FRU VEBER - OWOV2

Maindata

Date: 18 AUG 2014

C:\Rakesh-Hypet-files\Fru-Veber-Hypet-REV02\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):

18.980

331-1984, Djupviks Verv AB, Fagerfjäll

ShellAddition(x/1000):

21.230

Appendages:

Flagskifte stablitet bog H 1748

Constr.Trim (m):

5.160

1.0250

RK

Keelpl. at AP (m):

2.650

1.340Moulded max.Draft(m):

Min. Slamming (m): 0.000

14

24/10/2013

Keelpl. at FP (m):

0.000

0.000

0.000

Frame Spacing: 1

GZ angles (deg): 10,20,30,40,50,60,70,80

1-27


FRU VEBER - OWOV2

Maindata

Date: 18 AUG 2014

C:\Rakesh-Hypet-files\Fru-Veber-Hypet-REV02\Path to ship:

Prefix: 1

Y

Z

Y

Z

AP FP ->X \10

Y

Z AP FP ->X \10


FRU VEBER - OWOV2

The list of Ship's hull sections Date: 18 AUG 2014

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 0.3

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

1 -.28 -0.280 20 20 15 12.22 12.220 25 25 2 .47 0.470 20 20 16 12.92 12.920 25 25 3 1.22 1.220 33 33 17 13.62 13.620 27 27 4 2.22 2.220 29 29 18 14.32 14.320 27 27 5 3.22 3.220 34 34 19 15.02 15.020 22 22 6 4.22 4.220 28 28 20 15.72 15.720 26 26 7 5.22 5.220 38 38 21 16.42 16.420 23 23 8 5.92 5.920 32 32 22 17.12 17.120 29 29 9 6.62 6.620 39 39 23 17.92 17.920 25 25 10 7.32 7.320 44 44 24 18.72 18.720 25 25 11 8.32 8.320 37 37 25 19.52 19.520 18 18 12 9.32 9.320 22 22 26 19.87 19.870 18 18 13 10.32 10.320 26 26 27 20.22 20.220 15 15 14 11.32 11.320 25 25


FRU VEBER - OWOV2

Date: 18 AUG 2014

Section # 1 (-.28). Distance from AP (m): -0.280 Points: 20(20)

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-a

3

4-b 5 6 7 8

9 10 11 12-c 13-d 14

15

16

17

18-e

19-f 20

P Breadth (m) Height (m)

1 0.000 0.000

2 0.012 0.000

3 0.012 0.142

4 0.012 0.594

5 0.256 0.616

6 0.472 0.635

7 0.736 0.663

8 1.118 0.713

9 1.575 0.776

10 1.801 0.810

11 1.815 0.812

12 1.830 0.814

13 1.930 0.814

14 1.932 0.885

15 1.945 1.396

16 1.959 1.715

17 1.995 2.137

18 2.012 2.307

19 2.014 2.486

20 0.000 2.486


FRU VEBER - OWOV2

Date: 18 AUG 2014

Section # 2 (.47). Distance from AP (m): 0.470 Points: 20(20)

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-a

3

4-b 5 6 7 8

9 10 11 12-c 13-d 14

15

16

17

18-e

19-f 20


1 0.000 0.000

2 0.012 0.000

3 0.012 0.142

4 0.012 0.594

5 0.256 0.616

6 0.472 0.635

7 0.736 0.663

8 1.118 0.713

9 1.575 0.776

10 1.801 0.810

11 1.815 0.812

12 1.830 0.814

13 1.930 0.814

14 1.932 0.885

15 1.945 1.396

16 1.959 1.715

17 1.995 2.137

18 2.012 2.307

19 2.014 2.486

20 0.000 2.486


FRU VEBER - OWOV2

Date: 18 AUG 2014

Section # 3 (1.22). Distance from AP (m): 1.220 Points: 33(33)

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-a

3

4-b 5 6 7 8 9

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-c 25-d

26

27

28

29

30

31-e

32-f 33

P Breadth (m) Height (m) P Breadth (m) Height (m)

1 0.000 0.000 21 1.915 0.825

2 0.013 0.000 22 1.923 0.827

3 0.013 0.284 23 1.937 0.829

4 0.013 0.535 24 1.963 0.834

5 0.208 0.554 25 2.063 0.834

6 0.381 0.573 26 2.064 0.943

7 0.591 0.599 27 2.064 1.076

8 0.856 0.636 28 2.070 1.330

9 1.015 0.661 29 2.093 1.780

10 1.261 0.703 30 2.127 2.145

11 1.444 0.737 31 2.147 2.317

12 1.601 0.767 32 2.147 2.491

13 1.703 0.786 33 0.000 2.491

14 1.751 0.795

15 1.804 0.805

16 1.825 0.808

17 1.831 0.810

18 1.855 0.814

19 1.880 0.818

20 1.901 0.822


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a

3

4-b 5 6 7 8

9 10 11 12 13 14 15 16 17 18 19 20 21-c 22-d

23

24

25

26

27-e

28-f 29


1 0.000 0.000 21 2.024 0.855

2 0.019 0.000 22 2.124 0.855

3 0.019 0.242 23 2.126 0.918

4 0.019 0.483 24 2.130 1.067

5 0.278 0.516 25 2.148 1.480

6 0.538 0.553 26 2.169 1.859

7 0.677 0.576 27 2.221 2.326

8 0.909 0.616 28 2.220 2.496

9 1.153 0.663 29 0.000 2.496

10 1.368 0.709

11 1.474 0.732

12 1.652 0.771

13 1.745 0.791

14 1.787 0.801

15 1.800 0.804

16 1.834 0.811

17 1.883 0.823

18 1.922 0.832

19 1.956 0.839

20 1.985 0.846


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a

3

4-b 5 6

7 8

9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-c 25-d 26 27

28

29

30

31

32-e

33-f 34


1 0.000 0.000 21 1.949 0.834

2 0.037 0.000 22 1.985 0.843

3 0.046 0.221 23 2.034 0.855

4 0.056 0.441 24 2.082 0.867

5 0.278 0.476 25 2.182 0.867

6 0.534 0.520 26 2.184 0.892

7 0.799 0.570 27 2.185 0.928

8 1.059 0.623 28 2.185 0.970

9 1.308 0.678 29 2.196 1.251

10 1.510 0.725 30 2.212 1.600

11 1.633 0.755 31 2.239 1.930

12 1.730 0.779 32 2.291 2.338

13 1.751 0.784 33 2.291 2.510

14 1.776 0.791 34 0.000 2.510

15 1.806 0.798

16 1.828 0.803

17 1.847 0.808

18 1.865 0.813

19 1.880 0.816

20 1.915 0.825


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a

3

4-b 5

6 7

8 9 10 11 12 13 14 15 16 17 18 19 20 21-c 22-d

23

24

25

26-e

27-f 28


1 0.000 0.000 21 2.118 0.882

2 0.057 0.000 22 2.218 0.882

3 0.071 0.193 23 2.238 1.330

4 0.084 0.386 24 2.277 1.858

5 0.431 0.449 25 2.326 2.230

6 0.785 0.527 26 2.344 2.351

7 0.986 0.578 27 2.344 2.525

8 1.194 0.633 28 0.000 2.525

9 1.270 0.653

10 1.413 0.690

11 1.548 0.727

12 1.677 0.761

13 1.749 0.781

14 1.787 0.791

15 1.794 0.793

16 1.810 0.798

17 1.865 0.813

18 1.936 0.832

19 2.000 0.850

20 2.088 0.874


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a

3

4-b 5

6 7

8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29-c 30-d 31

32

33

34

35

36-e

37-f 38


1 0.000 0.000 21 1.876 0.818

2 0.065 0.000 22 1.900 0.825

3 0.082 0.162 23 1.922 0.832

4 0.099 0.323 24 1.954 0.841

5 0.519 0.422 25 1.985 0.851

6 0.940 0.537 26 2.039 0.867

7 1.185 0.610 27 2.063 0.874

8 1.360 0.662 28 2.125 0.893

9 1.570 0.726 29 2.139 0.897

10 1.663 0.754 30 2.239 0.897

11 1.683 0.760 31 2.240 0.912

12 1.702 0.765 32 2.245 0.986

13 1.721 0.771 33 2.258 1.221

14 1.740 0.777 34 2.278 1.480

15 1.759 0.783 35 2.322 1.930

16 1.792 0.792 36 2.390 2.368

17 1.810 0.798 37 2.391 2.545

18 1.824 0.802 38 0.000 2.545

19 1.828 0.803

20 1.855 0.811


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a

3

4-b 5

6 7

8 9

10 11 12 13 14 15 16 17 18 19 20 21-c 22-d 23 24 25

26

27

28

29

30-e

31-f 32


1 0.000 0.000 21 2.149 0.912

2 0.065 0.000 22 2.249 0.912

3 0.086 0.141 23 2.254 0.981

4 0.107 0.282 24 2.258 1.029

5 0.303 0.331 25 2.259 1.051

6 0.613 0.415 26 2.270 1.195

7 0.909 0.504 27 2.298 1.532

8 1.162 0.587 28 2.325 1.780

9 1.480 0.690 29 2.343 1.930

10 1.623 0.737 30 2.418 2.386

11 1.675 0.754 31 2.418 2.555

12 1.716 0.767 32 0.000 2.555

13 1.758 0.781

14 1.794 0.793

15 1.805 0.797

16 1.851 0.812

17 1.890 0.825

18 1.926 0.837

19 1.985 0.857

20 2.063 0.883


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a

3

4-b 5

6 7

8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27-c 28-d

29 30 31

32

33

34

35

36

37-e

38-f 39


1 0.000 0.000 21 1.856 0.820

2 0.065 0.000 22 1.898 0.835

3 0.088 0.121 23 1.954 0.855

4 0.111 0.242 24 1.989 0.868

5 0.328 0.302 25 2.063 0.895

6 0.529 0.361 26 2.126 0.918

7 0.800 0.446 27 2.153 0.928

8 1.085 0.543 28 2.253 0.928

9 1.298 0.619 29 2.256 0.979

10 1.383 0.649 30 2.258 1.030

11 1.445 0.671 31 2.266 1.105

12 1.490 0.687 32 2.282 1.255

13 1.565 0.715 33 2.301 1.462

14 1.612 0.731 34 2.317 1.605

15 1.644 0.743 35 2.358 1.912

16 1.681 0.756 36 2.379 2.048

17 1.718 0.770 37 2.438 2.394

18 1.749 0.781 38 2.442 2.574

19 1.792 0.796 39 0.000 2.574

20 1.825 0.808


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a 3 4-b

5 6

7 8 9

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27-c 28-d

29 30 31

32

33

34 35 36 37

38 39

40

41 42-e

43-f 44

P Breadth (m) Height (m) P Breadth (m) Height (m) P Breadth (m) Height (m)

1 0.000 0.000 21 1.787 0.801 41 2.447 2.355

2 0.065 0.000 22 1.893 0.843 42 2.463 2.428

3 0.090 0.102 23 1.986 0.879 43 2.462 2.595

4 0.114 0.204 24 2.063 0.911 44 0.000 2.595

5 0.446 0.309 25 2.126 0.935

6 0.687 0.391 26 2.150 0.945

7 0.881 0.458 27 2.185 0.945

8 1.087 0.533 28 2.250 0.945

9 1.163 0.562 29 2.257 1.039

10 1.276 0.604 30 2.262 1.107

11 1.339 0.628 31 2.269 1.194

12 1.387 0.646 32 2.279 1.320

13 1.450 0.670 33 2.293 1.442

14 1.530 0.701 34 2.316 1.598

15 1.575 0.718 35 2.317 1.605

16 1.623 0.737 36 2.321 1.630

17 1.650 0.747 37 2.331 1.702

18 1.678 0.758 38 2.354 1.864

19 1.704 0.768 39 2.369 1.953

20 1.735 0.780 40 2.392 2.081


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a 3 4-b

5 6

7 8

9 10 11 12

13 14 15 16 17 18 19

20 21-c 22-d

23

24

25

26

27

28 29 30 31 32

33

34

35-e

36-f 37


1 0.000 0.000 21 2.126 0.970

2 0.065 0.000 22 2.226 0.970

3 0.090 0.083 23 2.237 1.074

4 0.115 0.166 24 2.254 1.196

5 0.302 0.227 25 2.273 1.349

6 0.459 0.281 26 2.298 1.532

7 0.642 0.347 27 2.321 1.678

8 0.888 0.443 28 2.340 1.793

9 1.053 0.511 29 2.345 1.821

10 1.259 0.597 30 2.350 1.848

11 1.329 0.626 31 2.355 1.876

12 1.415 0.663 32 2.369 1.953

13 1.543 0.717 33 2.402 2.117

14 1.597 0.740 34 2.441 2.300

15 1.634 0.756 35 2.477 2.449

16 1.688 0.779 36 2.477 2.623

17 1.730 0.797 37 0.000 2.623

18 1.785 0.821

19 1.922 0.881

20 2.019 0.923


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a

3-b 4 5 6 7

8 9 10

11

12

13

14-c 15-d

16

17

18

19

20-e

21-f 22


1 0.000 0.000 21 2.495 2.780

2 0.062 0.000 22 0.000 2.780

3 0.113 0.113

4 0.153 0.130

5 0.193 0.148

6 0.265 0.179

7 0.363 0.221

8 0.520 0.287

9 0.682 0.355

10 0.769 0.392

11 0.951 0.467

12 1.410 0.671

13 1.850 0.877

14 2.108 1.002

15 2.208 1.002

16 2.249 1.317

17 2.300 1.630

18 2.358 1.931

19 2.426 2.230

20 2.495 2.472


FRU VEBER - OWOV2

Date: 18 AUG 2014


0

1

2

3

4

5

6

3- 2- 1- 0 1 2 3

1 2-a 3-b 4 5 6 7 8 9 10 11

12 13

14

15 16

17

18-c 19-d

20

21

22

23

24-e

25-f 26


1 0.000 0.000 21 2.268 1.630

2 0.055 0.000 22 2.336 1.931

3 0.098 0.109 23 2.448 2.345

4 0.108 0.113 24 2.500 2.518

5 0.157 0.133 25 2.500 2.756

6 0.192 0.147 26 0.000 2.756

7 0.267 0.177

8 0.299 0.190

9 0.375 0.220

10 0.417 0.237

11 0.500 0.270

12 0.605 0.317

13 0.769 0.392

14 1.003 0.502

15 1.283 0.637

16 1.500 0.746

17 1.780 0.893

18 2.061 1.037

19 2.161 1.037

20 2.210 1.334


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a 3-b 4 5 6 7

8 9

10

11

12

13

14

15-c 16-d

17

18

19

20

21

22 23-e

24-f 25


1 0.000 0.000 21 2.434 2.380

2 0.047 0.000 22 2.484 2.530

3 0.076 0.089 23 2.500 2.566

4 0.108 0.103 24 2.500 2.772

5 0.152 0.121 25 0.000 2.772

6 0.206 0.145

7 0.273 0.174

8 0.375 0.220

9 0.520 0.287

10 0.788 0.420

11 1.000 0.531

12 1.267 0.674

13 1.502 0.801

14 1.761 0.944

15 2.000 1.079

16 2.100 1.079

17 2.150 1.325

18 2.201 1.630

19 2.298 1.928

20 2.383 2.230


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a 3-b 4 5 6 7 8 9

10

11

12

13

14

15 16-c 17-d

18

19

20

21

22

23-e

24-f 25


1 0.000 0.000 21 2.339 2.230

2 0.038 0.000 22 2.430 2.456

3 0.055 0.076 23 2.495 2.615

4 0.092 0.093 24 2.495 2.781

5 0.107 0.100 25 0.000 2.781

6 0.152 0.121

7 0.205 0.147

8 0.267 0.177

9 0.313 0.199

10 0.477 0.283

11 0.735 0.423

12 1.065 0.616

13 1.373 0.796

14 1.624 0.949

15 1.831 1.078

16 1.909 1.128

17 2.010 1.128

18 2.051 1.296

19 2.109 1.511

20 2.236 1.932


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a 3-b 4 5 6 7 8

9 10

11

12

13

14

15 16-c 17-d

18

19

20

21

22

23-e

24-f 25


1 0.000 0.000 21 2.287 2.243

2 0.026 0.000 22 2.395 2.482

3 0.038 0.068 23 2.475 2.647

4 0.076 0.088 24 2.475 2.816

5 0.094 0.098 25 0.000 2.816

6 0.110 0.107

7 0.153 0.130

8 0.215 0.165

9 0.287 0.205

10 0.399 0.268

11 0.619 0.398

12 0.953 0.603

13 1.319 0.840

14 1.543 0.986

15 1.725 1.105

16 1.826 1.171

17 1.928 1.171

18 1.977 1.354

19 2.064 1.634

20 2.214 2.060


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a 3-b 4 5 6 7

8

9

10

11

12 13-c 14-d

15

16

17

18

19

20

21

22 23 24 25-e

26-f 27


1 0.000 0.000 21 2.247 2.311

2 0.025 0.000 22 2.316 2.444

3 0.025 0.060 23 2.373 2.548

4 0.064 0.085 24 2.411 2.614

5 0.097 0.106 25 2.449 2.678

6 0.153 0.142 26 2.449 2.847

7 0.211 0.179 27 0.000 2.847

8 0.345 0.266

9 0.601 0.435

10 1.000 0.710

11 1.361 0.964

12 1.619 1.153

13 1.717 1.225

14 1.820 1.225

15 1.853 1.330

16 1.906 1.482

17 1.960 1.632

18 2.011 1.768

19 2.074 1.930

20 2.135 2.074


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a 3-b 4

5 6

7 8

9

10

11

12

13 14 15-c 16-d

17

18

19

20 21

22 23

24

25-e

26-f 27


1 0.000 0.000 21 2.074 2.168

2 0.013 0.000 22 2.163 2.334

3 0.013 0.068 23 2.224 2.438

4 0.062 0.103 24 2.325 2.600

5 0.153 0.168 25 2.403 2.716

6 0.253 0.240 26 2.403 2.888

7 0.395 0.344 27 0.000 2.888

8 0.511 0.430

9 0.690 0.565

10 0.855 0.692

11 1.000 0.806

12 1.249 1.005

13 1.500 1.201

14 1.554 1.245

15 1.592 1.280

16 1.696 1.280

17 1.751 1.435

18 1.841 1.661

19 1.931 1.867

20 2.022 2.065


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a 3-b 4 5

6 7

8

9

10

11

12-c 13-d

14

15

16

17

18

19 20-e

21-f 22


1 0.000 0.000 21 2.350 2.924

2 0.013 0.000 22 0.000 2.924

3 0.013 0.078

4 0.044 0.105

5 0.079 0.134

6 0.127 0.175

7 0.206 0.244

8 0.510 0.509

9 0.743 0.716

10 1.000 0.949

11 1.223 1.146

12 1.449 1.339

13 1.554 1.339

14 1.646 1.564

15 1.815 1.930

16 1.938 2.161

17 2.057 2.353

18 2.190 2.543

19 2.278 2.655

20 2.350 2.742


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a 3-b 4 5 6 7

8 9

10

11

12

13

14-c 15-d

16

17

18

19

20

21

22 23

24-e

25-f 26


1 0.000 0.000 21 2.039 2.530

2 0.013 0.000 22 2.151 2.660

3 0.013 0.090 23 2.210 2.723

4 0.038 0.117 24 2.271 2.783

5 0.054 0.135 25 2.271 2.963

6 0.072 0.155 26 0.000 2.963

7 0.095 0.179

8 0.136 0.223

9 0.221 0.315

10 0.348 0.450

11 0.541 0.653

12 0.756 0.874

13 1.143 1.266

14 1.291 1.406

15 1.394 1.406

16 1.517 1.669

17 1.646 1.930

18 1.731 2.083

19 1.828 2.239

20 1.945 2.408


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a

3-b

4

5

6

7

8

9-c 10-d 11

12

13

14

15

16 17

18 19

20 21-e

22-f 23


1 0.000 0.000 21 2.176 2.830

2 0.013 0.000 22 2.176 3.007

3 0.013 0.134 23 0.000 3.007

4 0.117 0.278

5 0.269 0.480

6 0.489 0.759

7 0.698 1.012

8 0.888 1.231

9 1.112 1.478

10 1.212 1.478

11 1.243 1.539

12 1.313 1.672

13 1.416 1.862

14 1.520 2.045

15 1.632 2.225

16 1.753 2.391

17 1.837 2.495

18 1.931 2.598

19 2.017 2.685

20 2.110 2.772


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a

3-b 4

5

6

7

8

9

10

11

12 13-c 14-d

15 16

17

18

19

20 21

22

23 24

25 26 27-e

28-f 29


1 0.000 0.000 21 1.560 2.421

2 0.013 0.000 22 1.612 2.482

3 0.013 0.215 23 1.727 2.605

4 0.036 0.260 24 1.832 2.703

5 0.106 0.392 25 1.914 2.772

6 0.170 0.505 26 2.014 2.847

7 0.313 0.742 27 2.049 2.871

8 0.422 0.909 28 2.049 3.053

9 0.501 1.024 29 0.000 3.053

10 0.582 1.137

11 0.732 1.334

12 0.847 1.475

13 0.911 1.550

14 1.006 1.550

15 1.045 1.630

16 1.088 1.714

17 1.142 1.814

18 1.253 1.999

19 1.368 2.170

20 1.500 2.344


FRU VEBER - OWOV2

Date: 18 AUG 2014


0.0

4.0

8.0

2.1

6.1

0.2

4.2

8.2

2.3

6.3

0.4

0.2- 6.1- 2.1- 8.0- 4.0- 0.0 4.0 8.0 2.1 6.1 0.2

1 2-a

3-b

4

5

6

7

8

9

10

11-c 12-d

13

14

15

16

17

18 19

20

21 22

23-e

24-f 25


1 0.000 0.212 21 1.660 2.781

2 0.013 0.212 22 1.747 2.847

3 0.013 0.412 23 1.863 2.926

4 0.072 0.584 24 1.863 3.108

5 0.152 0.782 25 0.000 3.108

6 0.222 0.935

7 0.283 1.057

8 0.395 1.257

9 0.500 1.425

10 0.573 1.531

11 0.650 1.635

12 0.741 1.635

13 0.787 1.720

14 0.865 1.856

15 0.931 1.964

16 1.000 2.071

17 1.174 2.309

18 1.369 2.530

19 1.455 2.608

20 1.542 2.684


FRU VEBER - OWOV2

Date: 18 AUG 2014


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

1 2-a

3-b

4 5 6

7

8

9

10

11-c 12-d

13

14

15

16

17

18

19 20

21

22 23-e

24-f 25


1 0.000 0.696 21 1.389 2.847

2 0.013 0.696 22 1.546 2.963

3 0.013 0.896 23 1.583 2.991

4 0.053 1.060 24 1.583 3.174

5 0.074 1.129 25 0.000 3.174

6 0.092 1.186

7 0.145 1.324

8 0.187 1.421

9 0.239 1.527

10 0.300 1.636

11 0.353 1.721

12 0.433 1.721

13 0.500 1.856

14 0.545 1.938

15 0.620 2.062

16 0.723 2.210

17 0.877 2.397

18 1.000 2.523

19 1.191 2.689

20 1.274 2.756


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-a

3-c 4-d

5

6

7

8

9 10

11 12

13

14 15

16-e

17-f 18


1 0.000 1.610

2 0.013 1.610

3 0.013 1.810

4 0.051 1.810

5 0.103 1.930

6 0.178 2.072

7 0.290 2.247

8 0.378 2.364

9 0.478 2.479

10 0.526 2.530

11 0.570 2.572

12 0.662 2.657

13 0.853 2.816

14 1.001 2.924

15 1.141 3.007

16 1.223 3.055

17 1.223 3.235

18 0.000 3.235


FRU VEBER - OWOV2

Date: 18 AUG 2014


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-c 4-d 5 6 7

8

9

10 11

12 13

14

15

16-e

17-f 18


1 0.000 2.203

2 0.009 2.203

3 0.019 2.205

4 0.028 2.209

5 0.036 2.215

6 0.043 2.222

7 0.078 2.279

8 0.160 2.398

9 0.292 2.558

10 0.426 2.691

11 0.502 2.756

12 0.578 2.816

13 0.622 2.847

14 0.739 2.924

15 0.871 3.007

16 1.000 3.085

17 1.000 3.267

18 0.000 3.267


FRU VEBER - OWOV2

Date: 18 AUG 2014


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 0.3

1 2-a 3-c 4-d 5 6

7 8

9 10

11 12

13-e

14-f 15


1 0.000 2.659

2 0.022 2.659

3 0.048 2.669

4 0.077 2.687

5 0.121 2.717

6 0.171 2.756

7 0.239 2.816

8 0.297 2.861

9 0.386 2.924

10 0.446 2.963

11 0.516 3.007

12 0.594 3.053

13 0.712 3.117

14 0.712 3.298

15 0.000 3.298


FRU VEBER - OWOV2

The list of tanks. Date: 18 AUG 2014

FO - Fuel Oil (0.8600t/m3) Volume (m3) Displ. (t) LCG (m) VCG (m) TCG (m) Max.IT (m4)

1 F.O. Tank Center 2.521 2.168 9.333 0.936 0.000 0.3

2 F.O. Tank PS 1.570 1.351 9.318 0.974 -0.966 0.1

3 F.O. Tank SB 1.570 1.351 9.318 0.974 0.966 0.1

8 Aft deck F.O. Tank 3.100 2.666 3.165 2.958 0.000 2.8

SUM FO - Fuel Oil 8.762 7.535 7.145 1.665 0.000

FW - Fresh Water (1.0000t/m3) Volume (m3) Displ. (t) LCG (m) VCG (m) TCG (m) Max.IT (m4)

4 F.W. Tank 0.547 0.547 10.799 0.645 0.000 0.1

SUM FW - Fresh Water 0.547 0.547 10.799 0.645 0.000

LO - Lub Oil (0.9000t/m3) Volume (m3) Displ. (t) LCG (m) VCG (m) TCG (m) Max.IT (m4)

5 Lube Oil Tank 0.190 0.171 2.650 2.020 -1.850 0.0

SUM LO - Lub Oil 0.190 0.171 2.650 2.020 -1.850

SEW - Sewage (1.0000t/m3) Volume (m3) Displ. (t) LCG (m) VCG (m) TCG (m) Max.IT (m4)

6 Sewage Tank Fore 0.151 0.151 8.670 2.110 2.075 0.0

7 Sewage Tank Aft 0.050 0.050 4.520 0.590 0.000 0.0

SUM SEW - Sewage 0.202 0.202 7.632 1.730 1.556


FRU VEBER - OWOV2

The list of tanks. Date: 18 AUG 2014

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 Center 2.52 FO 0.8600 2.17 9.333 0.936 0.000 0.3 1.00000 1

2 F.O. Tank PS 1.57 FO 0.8600 1.35 9.318 0.974 -0.966 0.1 1.00000 2M

3 F.O. Tank SB 1.57 FO 0.8600 1.35 9.318 0.974 0.966 0.1 1.00000 2

4 F.W. Tank 0.55 FW 1.0000 0.55 10.799 0.645 0.000 0.1 1.00000 3

5 Lube Oil Tank 0.19 LO 0.9000 0.17 2.650 2.020 -1.850 0.0 1.00000 4

6 Sewage Tank Fore 0.15 SEW 1.0000 0.15 8.670 2.110 2.075 0.0 1.00000 5

7 Sewage Tank Aft 0.05 SEW 1.0000 0.05 4.520 0.590 0.000 0.0 1.00000 6

8 Aft deck F.O. Tank 3.10 FO 0.8600 2.67 3.165 2.958 0.000 2.8 1.00000 7


FRU VEBER - OWOV2

Date:18 AUG 2014Type 1: Reference point, Type 2: Opening can be closed, Type 3: Opening can no be closed, DE: means Deck Edge

The list of flood points

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

3.5566.58v 1 0.382Engine room vent 6.5803


FRU VEBER - OWOV2

Tank table. Heeling angle = 0.0(°) Date: 18 AUG 2014

Tank No: 1 F.O. Tank Center 1.00000Correction factor:

0

Vol. sections: 1

Trims: NOSet IT/IP/IL to 0:

0.1Waterline-space (m):Pipe data:

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

1 8.42 0.359 0.000 2 8.42 1.470 0.000

Height Corrected VOLUMES (M3) LCG VCG TCG IT

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

0=0.359 0.000 (m) (m) (m) (m4)

0.000 0.00 10.020 0.372 0.000 0.06

0.100 0.14 9.568 0.425 0.000 0.27

0.200 0.37 9.411 0.479 0.000 0.27

0.300 0.61 9.375 0.529 0.000 0.27

0.400 0.84 9.360 0.580 0.000 0.27

0.500 1.08 9.351 0.630 0.000 0.27

0.600 1.32 9.346 0.680 0.000 0.27

0.700 1.55 9.342 0.730 0.000 0.27

0.800 1.79 9.339 0.780 0.000 0.27

0.900 2.02 9.337 0.830 0.000 0.27

1.000 2.26 9.335 0.880 0.000 0.27

1.100 2.50 9.333 0.930 0.000 0.00

1.111 2.52 9.333 0.936 0.000 0.00


FRU VEBER - OWOV2


Tank No: 2 F.O. Tank PS 1.00000Correction factor:

0

Vol. sections: 2M




1 8.42 0.310 -0.690 2 8.42 1.470 -0.690



0=0.310 0.000 (m) (m) (m) (m4)

0.000 0.00 9.353 0.379 -0.664 0.00

0.100 0.02 9.353 0.379 -0.664 0.00

0.200 0.09 9.322 0.446 -0.742 0.02

0.300 0.20 9.313 0.512 -0.818 0.05

0.400 0.36 9.312 0.577 -0.885 0.09

0.500 0.52 9.314 0.634 -0.918 0.09

0.600 0.68 9.316 0.687 -0.935 0.09

0.700 0.84 9.317 0.740 -0.946 0.09

0.800 1.00 9.317 0.791 -0.953 0.09

0.900 1.16 9.318 0.843 -0.958 0.09

1.000 1.32 9.318 0.893 -0.962 0.09

1.100 1.48 9.318 0.944 -0.965 0.09

1.160 1.57 9.318 0.974 -0.966 0.00


FRU VEBER - OWOV2


Tank No: 3 F.O. Tank SB 1.00000Correction factor:

0

Vol. sections: 2




1 8.42 0.310 0.690 2 8.42 1.470 0.690



0=0.310 0.000 (m) (m) (m) (m4)

0.000 0.00 9.353 0.379 0.664 0.00

0.100 0.02 9.353 0.379 0.664 0.00

0.200 0.09 9.322 0.446 0.742 0.02

0.300 0.20 9.313 0.512 0.818 0.05

0.400 0.36 9.312 0.577 0.885 0.09

0.500 0.52 9.314 0.634 0.918 0.09

0.600 0.68 9.316 0.687 0.935 0.09

0.700 0.84 9.317 0.740 0.946 0.09

0.800 1.00 9.317 0.791 0.953 0.09

0.900 1.16 9.318 0.843 0.958 0.09

1.000 1.32 9.318 0.893 0.962 0.09

1.100 1.48 9.318 0.944 0.965 0.09

1.160 1.57 9.318 0.974 0.966 0.00


FRU VEBER - OWOV2


Tank No: 4 F.W. Tank 1.00000Correction factor:

0

Vol. sections: 3




1 10.47 0.320 0.000 2 10.47 0.952 0.000



0=0.320 0.000 (m) (m) (m) (m4)

0.000 0.00 10.827 0.379 0.000 0.08

0.100 0.07 10.827 0.379 0.000 0.08

0.200 0.16 10.809 0.429 0.000 0.08

0.300 0.25 10.804 0.479 0.000 0.08

0.400 0.34 10.802 0.529 0.000 0.08

0.500 0.43 10.800 0.579 0.000 0.08

0.600 0.52 10.799 0.629 0.000 0.08

0.632 0.55 10.799 0.645 0.000 0.00


FRU VEBER - OWOV2


Tank No: 5 Lube Oil Tank 1.00000Correction factor:

0

Vol. sections: 4




1 2.5 1.640 -1.700 2 2.5 2.400 -1.700



0=1.640 0.000 (m) (m) (m) (m4)

0.000 0.00 2.650 1.690 -1.850 0.01

0.100 0.03 2.650 1.690 -1.850 0.01

0.200 0.05 2.650 1.740 -1.850 0.01

0.300 0.08 2.650 1.790 -1.850 0.01

0.400 0.10 2.650 1.840 -1.850 0.01

0.500 0.13 2.650 1.890 -1.850 0.01

0.600 0.15 2.650 1.940 -1.850 0.01

0.700 0.18 2.650 1.990 -1.850 0.01

0.760 0.19 2.650 2.020 -1.850 0.00


FRU VEBER - OWOV2


Tank No: 6 Sewage Tank Fore 1.00000Correction factor:

0

Vol. sections: 5




1 8.42 1.870 1.950 2 8.42 2.350 1.950



0=1.870 0.000 (m) (m) (m) (m4)

0.000 0.00 8.670 1.920 2.075 0.01

0.100 0.03 8.670 1.920 2.075 0.01

0.200 0.06 8.670 1.970 2.075 0.01

0.300 0.09 8.670 2.020 2.075 0.01

0.400 0.13 8.670 2.070 2.075 0.01

0.480 0.15 8.670 2.110 2.075 0.00


FRU VEBER - OWOV2


Tank No: 7 Sewage Tank Aft 1.00000Correction factor:

0

Vol. sections: 6




1 4.32 0.450 0.000 2 4.32 0.730 0.000



0=0.450 0.000 (m) (m) (m) (m4)

0.000 0.00 4.520 0.500 0.000 0.00

0.100 0.02 4.520 0.500 0.000 0.00

0.200 0.04 4.520 0.550 0.000 0.00

0.280 0.05 4.520 0.590 0.000 0.00


FRU VEBER - OWOV2


Tank No: 8 Aft deck F.O. Tank 1.00000Correction factor:

0

Vol. sections: 7




1 2.6 2.562 0.000 2 2.6 3.355 0.000



0=2.562 0.000 (m) (m) (m) (m4)

0.000 0.00 3.165 2.562 0.000 2.82

0.100 0.39 3.165 2.612 0.000 2.82

0.200 0.78 3.165 2.662 0.000 2.82

0.300 1.17 3.165 2.712 0.000 2.82

0.400 1.57 3.165 2.762 0.000 2.82

0.500 1.96 3.165 2.812 0.000 2.82

0.600 2.35 3.165 2.862 0.000 2.82

0.700 2.74 3.165 2.912 0.000 2.82

0.793 3.10 3.165 2.958 0.000 0.00


FRU VEBER - OWOV2/Intact ship

Hydrostatic calculation. Shell = 14, Sp.Gravity = 1.0250 t/m3 Date: 18 AUG 2014

Trim No: Trim (DA-DF) (m): -0.350 1

Appe1 (Boxes):

Draft step, No: .01,30

Appe2 (V. sections):

1.100 0.010*30=>1.400Start mean draft (m):

TPCM.VolumeDMDr. #

MCT1CM

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


32.4 33.25 8.834 0.774 1 7.867 3.757 0.715 0.858 1.100 32.0 0.925 1.275

33.1 33.96 8.814 0.780 2 7.891 3.726 0.718 0.864 1.110 32.7 0.935 1.285

33.8 34.68 8.795 0.786 3 7.904 3.680 0.720 0.868 1.120 33.4 0.945 1.295

34.5 35.40 8.777 0.792 4 7.916 3.635 0.721 0.872 1.130 34.1 0.955 1.305

35.2 36.12 8.760 0.799 5 7.929 3.593 0.723 0.875 1.140 34.8 0.965 1.315

35.9 36.85 8.743 0.805 6 7.953 3.565 0.725 0.882 1.150 35.5 0.975 1.325

36.7 37.57 8.728 0.811 7 7.964 3.525 0.727 0.885 1.160 36.2 0.985 1.335

37.4 38.30 8.714 0.817 8 7.975 3.486 0.728 0.889 1.170 36.9 0.995 1.345

38.1 39.03 8.700 0.824 9 7.986 3.449 0.729 0.892 1.180 37.6 1.005 1.355

38.8 39.76 8.687 0.830 10 7.998 3.414 0.730 0.896 1.190 38.3 1.015 1.365

39.5 40.49 8.675 0.836 11 8.021 3.389 0.733 0.902 1.200 39.0 1.025 1.375

40.2 41.23 8.663 0.842 12 8.031 3.356 0.734 0.906 1.210 39.7 1.035 1.385

40.9 41.96 8.652 0.848 13 8.041 3.323 0.735 0.909 1.220 40.4 1.045 1.395

41.7 42.70 8.642 0.854 14 8.051 3.292 0.737 0.913 1.230 41.1 1.055 1.405

42.4 43.44 8.632 0.860 15 8.075 3.271 0.739 0.920 1.240 41.8 1.065 1.415

43.1 44.18 8.623 0.866 16 8.084 3.241 0.740 0.923 1.250 42.5 1.075 1.425

43.8 44.92 8.614 0.872 17 8.093 3.213 0.741 0.926 1.260 43.2 1.085 1.435

44.5 45.66 8.606 0.878 18 8.102 3.186 0.742 0.929 1.270 43.9 1.095 1.445

45.3 46.40 8.598 0.884 19 8.111 3.160 0.744 0.932 1.280 44.6 1.105 1.455

46.0 47.15 8.590 0.890 20 8.121 3.135 0.745 0.935 1.290 45.4 1.115 1.465

46.7 47.89 8.583 0.896 21 8.144 3.117 0.747 0.943 1.300 46.1 1.125 1.475

47.5 48.64 8.576 0.902 22 8.152 3.093 0.748 0.945 1.310 46.8 1.135 1.485

48.2 49.39 8.570 0.908 23 8.161 3.071 0.749 0.948 1.320 47.5 1.145 1.495

48.9 50.14 8.564 0.914 24 8.169 3.049 0.750 0.951 1.330 48.2 1.155 1.505

49.7 50.89 8.558 0.919 25 8.177 3.028 0.751 0.954 1.340 49.0 1.165 1.515

50.4 51.64 8.553 0.925 26 8.185 3.008 0.752 0.957 1.350 49.7 1.175 1.525

51.1 52.40 8.548 0.931 27 8.208 2.992 0.754 0.965 1.360 50.4 1.185 1.535

51.9 53.15 8.543 0.937 28 8.216 2.973 0.755 0.967 1.370 51.1 1.195 1.545

52.6 53.91 8.538 0.943 29 8.224 2.955 0.756 0.970 1.380 51.9 1.205 1.555

53.3 54.67 8.534 0.949 30 8.231 2.937 0.757 0.973 1.390 52.6 1.215 1.565

54.1 55.42 8.530 0.954 31 8.239 2.920 0.758 0.976 1.400 53.3 1.225 1.575

Mean draft (DA+DF)/2 in metres above base, Trim #:1, -0.35m

80.1 11.1 41.1 71.1 02.1 32.1 62.1 92.1 23.1 53.1 83.1 14.1

23 63 04 44 84 25 65 06 46 86 27

23 63 04 44 84 25 65 06 46 86 27

25.8 85.8 46.8 07.8 67.8 28.8 88.8 49.8 00.9 60.9 21.9

67.0 87.0 08.0 28.0 48.0 68.0 88.0 09.0 29.0 49.0 69.0

48.7 88.7 29.7 69.7 00.8 40.8 80.8 21.8 61.8 02.8 42.8

88.2 40.3 02.3 63.3 25.3 86.3 48.3 00.4 61.4 23.4 84.4

217.0 027.0 827.0 637.0 447.0 257.0 067.0 867.0 677.0 487.0 297.0

48.0 68.0 88.0 09.0 29.0 49.0 69.0 89.0 00.1 20.1 40.1

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.2.91 - 15.05.2013, Valling Ship Survey Aps DK-5700, Svendborg 67



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

Appe1 (Boxes):




TPCM.VolumeDMDr. #

MCT1CM



34.6 35.48 7.946 0.785 1 7.690 3.513 0.700 0.807 1.100 34.1 1.100 1.100

35.3 36.18 7.941 0.792 2 7.705 3.477 0.701 0.811 1.110 34.8 1.110 1.110

36.0 36.88 7.937 0.798 3 7.720 3.443 0.703 0.815 1.120 35.5 1.120 1.120

36.7 37.59 7.933 0.804 4 7.745 3.426 0.706 0.821 1.130 36.2 1.130 1.130

37.4 38.29 7.930 0.810 5 7.758 3.392 0.708 0.825 1.140 36.8 1.140 1.140

38.1 39.00 7.927 0.816 6 7.772 3.360 0.709 0.829 1.150 37.5 1.150 1.150

38.7 39.71 7.924 0.822 7 7.785 3.329 0.711 0.833 1.160 38.2 1.160 1.160

39.4 40.43 7.922 0.828 8 7.799 3.299 0.712 0.837 1.170 38.9 1.170 1.170

40.1 41.14 7.920 0.834 9 7.830 3.282 0.716 0.846 1.180 39.6 1.180 1.180

40.8 41.86 7.919 0.840 10 7.842 3.253 0.717 0.849 1.190 40.3 1.190 1.190

41.5 42.58 7.917 0.846 11 7.855 3.225 0.719 0.853 1.200 41.0 1.200 1.200

42.2 43.29 7.916 0.852 12 7.867 3.198 0.720 0.857 1.210 41.7 1.210 1.210

42.9 44.02 7.916 0.858 13 7.879 3.173 0.721 0.861 1.220 42.3 1.220 1.220

43.6 44.74 7.915 0.864 14 7.903 3.158 0.724 0.867 1.230 43.0 1.230 1.230

44.4 45.46 7.915 0.870 15 7.914 3.133 0.725 0.871 1.240 43.7 1.240 1.240

45.1 46.19 7.915 0.876 16 7.925 3.109 0.727 0.874 1.250 44.4 1.250 1.250

45.8 46.92 7.916 0.882 17 7.935 3.086 0.728 0.878 1.260 45.1 1.260 1.260

46.5 47.65 7.916 0.888 18 7.946 3.063 0.729 0.881 1.270 45.8 1.270 1.270

47.2 48.38 7.916 0.893 19 7.763 3.010 0.709 0.837 1.280 46.5 1.280 1.280

47.9 49.11 7.917 0.899 20 7.980 3.029 0.733 0.891 1.290 47.3 1.290 1.290

48.6 49.84 7.918 0.905 21 7.990 3.008 0.734 0.894 1.300 48.0 1.300 1.300

49.3 50.58 7.919 0.911 22 8.000 2.988 0.735 0.898 1.310 48.7 1.310 1.310

50.1 51.31 7.921 0.917 23 8.010 2.969 0.737 0.901 1.320 49.4 1.320 1.320

50.8 52.05 7.922 0.922 24 8.020 2.951 0.738 0.904 1.330 50.1 1.330 1.330

51.5 52.79 7.923 0.928 25 8.044 2.940 0.740 0.912 1.340 50.8 1.340 1.340

52.2 53.53 7.925 0.934 26 8.053 2.922 0.741 0.915 1.350 51.5 1.350 1.350

53.0 54.27 7.927 0.940 27 8.062 2.905 0.743 0.918 1.360 52.2 1.360 1.360

53.7 55.02 7.929 0.946 28 8.071 2.889 0.744 0.921 1.370 52.9 1.370 1.370

54.4 55.76 7.931 0.951 29 8.079 2.873 0.745 0.924 1.380 53.7 1.380 1.380

55.1 56.51 7.933 0.957 30 8.088 2.858 0.746 0.927 1.390 54.4 1.390 1.390

55.9 57.25 7.935 0.963 31 8.097 2.844 0.747 0.930 1.400 55.1 1.400 1.400

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

80.1 11.1 41.1 71.1 02.1 32.1 62.1 92.1 23.1 53.1 83.1 14.1

23 63 04 44 84 25 65 06 46 86 27 67

23 63 04 44 84 25 65 06 46 86 27 67

419.7 029.7 629.7 239.7 839.7 449.7 059.7 659.7 269.7 869.7 479.7 089.7

87.0 08.0 28.0 48.0 68.0 88.0 09.0 29.0 49.0 69.0 89.0 00.1

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

08.2 78.2 49.2 10.3 80.3 51.3 22.3 92.3 63.3 34.3 05.3 75.3

596.0 007.0 507.0 017.0 517.0 027.0 527.0 037.0 537.0 047.0 547.0 057.0

08.0 28.0 48.0 68.0 88.0 09.0 29.0 49.0 69.0 89.0 00.1 20.1

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.VolumeDMDr. #

MCT1CM



37.0 37.88 7.200 0.813 1 7.518 3.298 0.684 0.761 1.100 36.5 1.275 0.925

37.6 38.57 7.206 0.819 2 7.535 3.272 0.686 0.765 1.110 37.1 1.285 0.935

38.3 39.26 7.212 0.825 3 7.562 3.266 0.690 0.771 1.120 37.8 1.295 0.945

39.0 39.95 7.218 0.831 4 7.578 3.239 0.691 0.775 1.130 38.4 1.305 0.955

39.6 40.64 7.224 0.836 5 7.593 3.213 0.693 0.779 1.140 39.1 1.315 0.965

40.3 41.33 7.231 0.842 6 7.608 3.188 0.695 0.784 1.150 39.8 1.325 0.975

41.0 42.03 7.237 0.848 7 7.623 3.164 0.696 0.788 1.160 40.4 1.335 0.985

41.7 42.73 7.243 0.854 8 7.638 3.141 0.698 0.792 1.170 41.1 1.345 0.995

42.4 43.43 7.250 0.859 9 7.663 3.133 0.701 0.798 1.180 41.8 1.355 1.005

43.1 44.13 7.257 0.865 10 7.676 3.109 0.703 0.802 1.190 42.5 1.365 1.015

43.7 44.83 7.263 0.871 11 7.690 3.087 0.705 0.805 1.200 43.1 1.375 1.025

44.4 45.54 7.270 0.876 12 7.703 3.066 0.706 0.809 1.210 43.8 1.385 1.035

45.1 46.25 7.277 0.882 13 7.716 3.045 0.708 0.813 1.220 44.5 1.395 1.045

45.8 46.96 7.283 0.888 14 7.730 3.025 0.709 0.817 1.230 45.2 1.405 1.055

46.5 47.67 7.290 0.893 15 7.753 3.017 0.712 0.823 1.240 45.9 1.415 1.065

47.2 48.38 7.297 0.899 16 7.765 2.997 0.713 0.827 1.250 46.5 1.425 1.075

47.9 49.09 7.304 0.905 17 7.777 2.978 0.715 0.830 1.260 47.2 1.435 1.085

48.6 49.81 7.311 0.910 18 7.788 2.960 0.716 0.834 1.270 47.9 1.445 1.095

49.3 50.53 7.318 0.916 19 7.800 2.942 0.718 0.838 1.280 48.6 1.455 1.105

50.0 51.24 7.325 0.922 20 7.812 2.925 0.719 0.841 1.290 49.3 1.465 1.115

50.7 51.96 7.331 0.927 21 7.823 2.909 0.720 0.845 1.300 50.0 1.475 1.125

51.4 52.69 7.338 0.933 22 7.846 2.901 0.723 0.851 1.310 50.7 1.485 1.135

52.1 53.41 7.345 0.938 23 7.856 2.885 0.724 0.854 1.320 51.4 1.495 1.145

52.8 54.14 7.352 0.944 24 7.867 2.870 0.725 0.858 1.330 52.1 1.505 1.155

53.5 54.86 7.359 0.950 25 7.877 2.855 0.727 0.861 1.340 52.8 1.515 1.165

54.2 55.59 7.366 0.955 26 7.887 2.841 0.728 0.864 1.350 53.5 1.525 1.175

54.9 56.32 7.373 0.961 27 7.897 2.827 0.729 0.867 1.360 54.2 1.535 1.185

55.7 57.05 7.380 0.966 28 7.929 2.820 0.732 0.878 1.370 54.9 1.545 1.195

56.4 57.78 7.387 0.972 29 7.938 2.807 0.734 0.881 1.380 55.6 1.555 1.205

57.1 58.52 7.394 0.977 30 7.948 2.794 0.735 0.884 1.390 56.3 1.565 1.215

57.8 59.25 7.401 0.983 31 7.958 2.781 0.736 0.887 1.400 57.0 1.575 1.225

Mean draft (DA+DF)/2 in metres above base, Trim #:3, 0.35m

80.1 11.1 41.1 71.1 02.1 32.1 62.1 92.1 23.1 53.1 83.1 14.1

63 04 44 84 25 65 06 46 86 27 67

63 04 44 84 25 65 06 46 86 27 67

61.7 02.7 42.7 82.7 23.7 63.7 04.7 44.7 84.7 25.7 65.7

08.0 28.0 48.0 68.0 88.0 09.0 29.0 49.0 69.0 89.0 00.1

44.7 25.7 06.7 86.7 67.7 48.7 29.7 00.8 80.8 61.8 42.8

7.2 8.2 9.2 0.3 1.3 2.3 3.3 4.3 5.3 6.3 7.3

86.0 96.0 07.0 17.0 27.0 37.0 47.0 57.0 67.0 77.0 87.0

67.0 87.0 08.0 28.0 48.0 68.0 88.0 09.0 29.0 49.0 69.0

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.VolumeDMDr. #

MCT1CM



39.5 40.45 6.575 0.853 1 7.354 3.138 0.670 0.717 1.100 38.9 1.450 0.750

40.1 41.12 6.588 0.858 2 7.372 3.117 0.672 0.722 1.110 39.6 1.460 0.760

40.8 41.79 6.601 0.863 3 7.389 3.097 0.674 0.726 1.120 40.2 1.470 0.770

41.4 42.47 6.614 0.869 4 7.406 3.077 0.676 0.730 1.130 40.9 1.480 0.780

42.1 43.15 6.626 0.874 5 7.423 3.059 0.678 0.735 1.140 41.5 1.490 0.790

42.8 43.83 6.639 0.879 6 7.451 3.059 0.682 0.741 1.150 42.2 1.500 0.800

43.4 44.51 6.651 0.885 7 7.466 3.039 0.684 0.745 1.160 42.8 1.510 0.810

44.1 45.19 6.664 0.890 8 7.481 3.020 0.685 0.749 1.170 43.5 1.520 0.820

44.8 45.88 6.676 0.896 9 7.496 3.001 0.687 0.753 1.180 44.1 1.530 0.830

45.4 46.57 6.688 0.901 10 7.511 2.983 0.689 0.757 1.190 44.8 1.540 0.840

46.1 47.26 6.700 0.906 11 7.525 2.966 0.690 0.761 1.200 45.5 1.550 0.850

46.8 47.95 6.712 0.912 12 7.540 2.950 0.692 0.766 1.210 46.1 1.560 0.860

47.5 48.64 6.724 0.917 13 7.555 2.934 0.694 0.770 1.220 46.8 1.570 0.870

48.1 49.34 6.736 0.922 14 7.580 2.931 0.697 0.775 1.230 47.5 1.580 0.880

48.8 50.03 6.748 0.928 15 7.593 2.914 0.699 0.779 1.240 48.1 1.590 0.890

49.5 50.73 6.760 0.933 16 7.606 2.899 0.700 0.783 1.250 48.8 1.600 0.900

50.2 51.44 6.771 0.938 17 7.620 2.884 0.702 0.787 1.260 49.5 1.610 0.910

50.9 52.14 6.783 0.944 18 7.633 2.869 0.703 0.791 1.270 50.2 1.620 0.920

51.6 52.84 6.794 0.949 19 7.646 2.855 0.705 0.795 1.280 50.8 1.630 0.930

52.2 53.55 6.806 0.954 20 7.659 2.842 0.706 0.799 1.290 51.5 1.640 0.940

52.9 54.26 6.817 0.960 21 7.683 2.838 0.709 0.805 1.300 52.2 1.650 0.950

53.6 54.97 6.828 0.965 22 7.695 2.824 0.711 0.809 1.310 52.9 1.660 0.960

54.3 55.68 6.839 0.970 23 7.707 2.811 0.712 0.812 1.320 53.6 1.670 0.970

55.0 56.39 6.850 0.976 24 7.718 2.798 0.713 0.816 1.330 54.3 1.680 0.980

55.7 57.10 6.861 0.981 25 7.730 2.786 0.715 0.819 1.340 54.9 1.690 0.990

56.4 57.82 6.872 0.986 26 7.742 2.774 0.716 0.823 1.350 55.6 1.700 1.000

57.1 58.54 6.883 0.992 27 7.753 2.763 0.717 0.827 1.360 56.3 1.710 1.010

57.8 59.26 6.893 0.997 28 7.765 2.752 0.719 0.830 1.370 57.0 1.720 1.020

58.5 59.98 6.904 1.002 29 7.788 2.749 0.722 0.836 1.380 57.7 1.730 1.030

59.2 60.70 6.915 1.007 30 7.798 2.738 0.723 0.840 1.390 58.4 1.740 1.040

59.9 61.42 6.925 1.013 31 7.808 2.728 0.724 0.843 1.400 59.1 1.750 1.050

Mean draft (DA+DF)/2 in metres above base, Trim #:4, 0.7m

80.1 11.1 41.1 71.1 02.1 32.1 62.1 92.1 23.1 53.1 83.1 14.1

63 04 44 84 25 65 06 46 86 27 67

04 44 84 25 65 06 46 86 27 67 08

45.6 06.6 66.6 27.6 87.6 48.6 09.6 69.6 20.7 80.7 41.7

48.0 68.0 88.0 09.0 29.0 49.0 69.0 89.0 00.1 20.1 40.1

53.7 04.7 54.7 05.7 55.7 06.7 56.7 07.7 57.7 08.7 58.7

27.2 08.2 88.2 69.2 40.3 21.3 02.3 82.3 63.3 44.3 25.3

66.0 76.0 86.0 96.0 07.0 17.0 27.0 37.0 47.0 57.0 67.0

07.0 27.0 47.0 67.0 87.0 08.0 28.0 48.0 68.0 88.0 09.0

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)


FRU VEBER - OWOV2

DEADWEIGHT SCALE Date: 18 AUG 2014

1.05

1.10

1.15

1.20

1.25

1.30

1.35

LS

MD

-12

-10

-8

-6

-4

-2

0

2

4

6

8

10

12

14

0

30

32

34

36

38

40

42

44

46

48

50

52

54

56

1.05

1.10

1.15

1.20

1.25

1.30

1.35

0.68 3.78

0.8 0.69 3.72

0.69 3.64

0.70 3.59

0.70 3.51

0.71 3.44

3.39

0.71 3.33

0.8 0.72 3.28

0.9 3.23

0.72 3.17

0.73 3.13

0.9 0.73 3.09

0.8 0.71 3.01

0.9 0.74 3.01

2.97

0.74 2.94

0.75 2.91

0.9 0.75 2.87

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

Lightship weight (t): 41.5 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:18 AUG 2014Saved: 17 DEC 2013 ,used SS: 1-27 ,used APP1: ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=14

Trim # 1, -0.350(m), KP-value = 0.000(m) Info: PN=KY when KP=0m and PN=GZ when KP=VCG

D# DA(m) DF(m) DM(m) Volume(m3) Displ.(t) 0(°) 10(°) 20(°) 30(°) 40(°) 50(°) 60(°) 70(°) 80(°)

1 0.925 1.275 1.100 32.4 33.2 0.000 0.578 1.004 1.361 1.698 1.988 2.150 2.157 2.050

2 1.025 1.375 1.200 39.5 40.5 0.000 0.561 0.995 1.362 1.700 1.946 2.087 2.102 2.007

3 1.125 1.475 1.300 46.7 47.9 0.000 0.538 0.983 1.363 1.692 1.906 2.025 2.049 1.967

4 1.225 1.575 1.400 54.1 55.4 0.000 0.512 0.970 1.364 1.676 1.868 1.967 1.995 1.929

5 1.325 1.675 1.500 61.5 63.1 0.000 0.489 0.958 1.361 1.651 1.827 1.919 1.937 1.891

6 1.425 1.775 1.600 69.1 70.8 0.000 0.472 0.946 1.350 1.622 1.788 1.874 1.891 1.850




Trim # 2, 0.000(m), KP-value = 0.000(m) Info: PN=KY when KP=0m and PN=GZ when KP=VCG


1 1.100 1.100 1.100 34.6 35.5 0.000 0.574 1.013 1.377 1.711 1.978 2.126 2.120 2.011

2 1.200 1.200 1.200 41.5 42.6 0.000 0.548 0.996 1.371 1.703 1.933 2.064 2.069 1.974

3 1.300 1.300 1.300 48.6 49.8 0.000 0.521 0.979 1.366 1.686 1.889 1.997 2.019 1.938

4 1.400 1.400 1.400 55.9 57.3 0.000 0.498 0.963 1.361 1.661 1.847 1.943 1.963 1.902

5 1.500 1.500 1.500 63.2 64.8 0.000 0.479 0.948 1.350 1.630 1.804 1.895 1.913 1.865

6 1.600 1.600 1.600 70.7 72.5 0.000 0.464 0.934 1.331 1.596 1.762 1.849 1.870 1.828






1 1.275 0.925 1.100 37.0 37.9 0.000 0.556 1.012 1.387 1.718 1.958 2.088 2.077 1.972

2 1.375 1.025 1.200 43.7 44.8 0.000 0.529 0.990 1.376 1.697 1.911 2.022 2.030 1.939

3 1.475 1.125 1.300 50.7 52.0 0.000 0.505 0.970 1.366 1.670 1.865 1.965 1.979 1.907

4 1.575 1.225 1.400 57.8 59.3 0.000 0.486 0.952 1.351 1.639 1.819 1.915 1.930 1.872

5 1.675 1.325 1.500 65.1 66.7 0.000 0.470 0.935 1.330 1.602 1.775 1.867 1.886 1.838

6 1.775 1.425 1.600 72.4 74.2 0.000 0.458 0.921 1.305 1.564 1.730 1.822 1.846 1.807






1 1.450 0.750 1.100 39.5 40.4 0.000 0.535 1.003 1.392 1.710 1.928 2.034 2.030 1.934

2 1.550 0.850 1.200 46.1 47.3 0.000 0.511 0.979 1.376 1.680 1.880 1.979 1.984 1.904

3 1.650 0.950 1.300 52.9 54.3 0.000 0.492 0.957 1.355 1.646 1.833 1.928 1.938 1.873

4 1.750 1.050 1.400 59.9 61.4 0.000 0.475 0.939 1.331 1.608 1.787 1.880 1.895 1.841

5 1.850 1.150 1.500 67.1 68.7 0.000 0.463 0.922 1.302 1.569 1.740 1.835 1.856 1.811

6 1.950 1.250 1.600 74.3 76.2 0.000 0.453 0.904 1.270 1.527 1.695 1.791 1.818 1.785




Y - PN-values, X - Displacement(t), Trim #:1, -0.35(m), KP-value = 0.000(m) Info: PN=KY when KP=0m and PN=GZ when KP=VCG

0.0

4.0

8.0

2.1

6.1

0.2

4.2

23 63 04 44 84 25 65 06 46 86 27

0°

10°

20°

30°

40°

50°

60° 70° 80°

D1 D2 D3 D4 D5 D6




Y - PN-values, X - Displacement(t), Trim #:2, 0(m), KP-value = 0.000(m) Info: PN=KY when KP=0m and PN=GZ when KP=VCG

0.0

4.0

8.0

2.1

6.1

0.2

4.2

23 63 04 44 84 25 65 06 46 86 27 67

0°

10°

20°

30°

40°

50°

60° 70° 80°

D1 D2 D3 D4 D5 D6




Y - PN-values, X - Displacement(t), Trim #:3, 0.35(m), KP-value = 0.000(m) Info: PN=KY when KP=0m and PN=GZ when KP=VCG

0.0

4.0

8.0

2.1

6.1

0.2

4.2

63 04 44 84 25 65 06 46 86 27 67

0°

10°

20°

30°

40°

50°

60° 70° 80°

D1 D2 D3 D4 D5 D6




Y - PN-values, X - Displacement(t), Trim #:4, 0.7(m), KP-value = 0.000(m) Info: PN=KY when KP=0m and PN=GZ when KP=VCG

0.0

4.0

8.0

2.1

6.1

0.2

4.2

04 44 84 25 65 06 46 86 27 67 08

0°

10°

20°

30°

40°

50°

60° 70° 80°

D1 D2 D3 D4 D5 D6


FRU VEBER - OWOV2

VCG limit curves.Date:18 AUG 2014The 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 (CHOOSE(Min(40,FloodAngle3) >30 ,GetGZArea(30,Min(40,FloodAngle3)),0))>=(0.03)

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

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

Y - MaxVCG limit curves(m), X - Displacement(t)

21.2

61.2

02.2

42.2

82.2

23.2

63.2

04.2

23 04 84 65 46 27 08

T1 T2 T3 T4

T1

T2

T3

T4

T1

T2

T3

T4

Used: Intact ship

Decisive for the result: Intact ship


FRU VEBER - OWOV2

VCG limit curves.Date:18 AUG 2014The interpolated table. Sp.Gravity = 1.025

Intact ship, Trim No:1(-0.35m)

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

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

33.25 2.324 1.434 0 5 52.33 2.330 0.671 0 6

33.68 2.325 1.411 0 5 52.77 2.330 0.660 0 6

34.11 2.326 1.387 0 5 53.20 2.329 0.649 0 6

34.55 2.328 1.364 0 5 53.63 2.329 0.638 0 6

34.98 2.329 1.341 0 5 54.07 2.329 0.627 0 6

35.41 2.330 1.317 0 5 54.50 2.328 0.616 0 6

35.85 2.331 1.294 0 5 54.93 2.328 0.605 0 6

36.28 2.333 1.271 0 5 55.37 2.328 0.594 0 6

36.72 2.334 1.247 0 5 55.80 2.328 0.586 0 6

37.15 2.335 1.224 0 5 56.24 2.327 0.579 0 6

37.58 2.336 1.202 0 6 56.67 2.327 0.571 0 6

38.02 2.335 1.180 0 6 57.10 2.327 0.564 0 6

38.45 2.335 1.158 0 6 57.54 2.326 0.556 0 6

38.88 2.335 1.136 0 6 57.97 2.326 0.549 0 6

39.32 2.335 1.114 0 6 58.40 2.326 0.542 0 6

39.75 2.335 1.093 0 6 58.84 2.325 0.534 0 6

40.19 2.334 1.071 0 6 59.27 2.325 0.527 0 6

40.62 2.334 1.051 0 6 59.71 2.325 0.519 0 6

41.05 2.334 1.035 0 6 60.14 2.324 0.512 0 6

41.49 2.334 1.019 0 6 60.57 2.324 0.504 0 6

41.92 2.334 1.003 0 6 61.01 2.323 0.497 0 6

42.36 2.334 0.987 0 6 61.44 2.323 0.489 0 6

42.79 2.334 0.971 0 6 61.87 2.323 0.482 0 6

43.22 2.334 0.955 0 6 62.31 2.322 0.475 0 6

43.66 2.334 0.939 0 6 62.74 2.322 0.467 0 6

44.09 2.334 0.924 0 6 63.18 2.322 0.460 0 6

44.52 2.334 0.908 0 6 63.61 2.320 0.456 0 6

44.96 2.333 0.892 0 6 64.04 2.319 0.452 0 6

45.39 2.333 0.876 0 6 64.48 2.318 0.448 0 6

45.83 2.333 0.860 0 6 64.91 2.317 0.444 0 6

46.26 2.333 0.844 0 6 65.34 2.315 0.439 0 6

46.69 2.333 0.828 0 6 65.78 2.314 0.435 0 6

47.13 2.333 0.812 0 6 66.21 2.313 0.431 0 6

47.56 2.333 0.797 0 6 66.65 2.312 0.427 0 6

47.99 2.333 0.782 0 6 67.08 2.310 0.423 0 6

48.43 2.333 0.771 0 6 67.51 2.309 0.418 0 6

48.86 2.332 0.760 0 6 67.95 2.308 0.414 0 6

49.30 2.332 0.749 0 6 68.38 2.307 0.410 0 6

49.73 2.332 0.738 0 6 68.81 2.305 0.406 0 6

50.16 2.331 0.727 0 6 69.25 2.304 0.402 0 6

50.60 2.331 0.716 0 6 69.68 2.303 0.397 0 6

51.03 2.331 0.705 0 6 70.12 2.302 0.393 0 6

51.46 2.330 0.693 0 6 70.55 2.300 0.389 0 6

51.90 2.330 0.682 0 6


FRU VEBER - OWOV2


Intact ship, Trim No:2(0m)


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

35.85 2.318 1.181 0 5 54.50 2.327 0.578 0 6

36.28 2.321 1.160 0 5 54.93 2.326 0.569 0 6

36.72 2.324 1.139 0 5 55.37 2.326 0.560 0 6

37.15 2.327 1.119 0 5 55.80 2.325 0.551 0 6

37.58 2.330 1.098 0 5 56.24 2.324 0.543 0 6

38.02 2.333 1.078 0 5 56.67 2.324 0.534 0 6

38.45 2.336 1.057 0 5 57.10 2.323 0.525 0 6

38.88 2.339 1.037 0 5 57.54 2.322 0.518 0 6

39.32 2.342 1.016 0 5 57.97 2.320 0.513 0 6

39.75 2.345 0.995 0 5 58.40 2.319 0.507 0 6

40.19 2.348 0.975 0 5 58.84 2.318 0.502 0 6

40.62 2.348 0.957 0 6 59.27 2.316 0.497 0 6

41.05 2.348 0.939 0 6 59.71 2.315 0.492 0 6

41.49 2.348 0.922 0 6 60.14 2.314 0.486 0 6

41.92 2.347 0.905 0 6 60.57 2.312 0.481 0 6

42.36 2.347 0.888 0 6 61.01 2.311 0.476 0 6

42.79 2.346 0.873 0 6 61.44 2.310 0.470 0 6

43.22 2.346 0.861 0 6 61.87 2.308 0.465 0 6

43.66 2.345 0.849 0 6 62.31 2.307 0.460 0 6

44.09 2.344 0.836 0 6 62.74 2.306 0.454 0 6

44.52 2.343 0.824 0 6 63.18 2.304 0.449 0 6

44.96 2.343 0.812 0 6 63.61 2.303 0.444 0 6

45.39 2.342 0.800 0 6 64.04 2.302 0.439 0 6

45.83 2.341 0.788 0 6 64.48 2.300 0.433 0 6

46.26 2.340 0.775 0 6 64.91 2.299 0.429 0 6

46.69 2.340 0.763 0 6 65.34 2.297 0.426 0 6

47.13 2.339 0.751 0 6 65.78 2.294 0.423 0 6

47.56 2.338 0.739 0 6 66.21 2.292 0.421 0 6

47.99 2.337 0.726 0 6 66.65 2.290 0.418 0 6

48.43 2.337 0.714 0 6 67.08 2.288 0.415 0 6

48.86 2.336 0.702 0 6 67.51 2.286 0.413 0 6

49.30 2.335 0.690 0 6 67.95 2.284 0.410 0 6

49.73 2.335 0.678 0 6 68.38 2.282 0.407 0 6

50.16 2.334 0.668 0 6 68.81 2.280 0.404 0 6

50.60 2.333 0.659 0 6 69.25 2.277 0.402 0 6

51.03 2.332 0.650 0 6 69.68 2.275 0.399 0 6

51.46 2.332 0.641 0 6 70.12 2.273 0.396 0 6

51.90 2.331 0.632 0 6 70.55 2.271 0.394 0 6

52.33 2.330 0.623 0 6 70.98 2.269 0.391 0 6

52.77 2.330 0.614 0 6 71.42 2.267 0.388 0 6

53.20 2.329 0.605 0 6 71.85 2.265 0.386 0 6

53.63 2.328 0.596 0 6 72.28 2.262 0.383 0 6

54.07 2.328 0.587 0 6


FRU VEBER - OWOV2


Intact ship, Trim No:3(0.35m)


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

38.02 2.359 0.935 0 5 56.24 2.314 0.521 0 6

38.45 2.364 0.918 0 5 56.67 2.312 0.515 0 6

38.88 2.369 0.900 0 5 57.10 2.310 0.509 0 6

39.32 2.370 0.885 0 6 57.54 2.308 0.504 0 6

39.75 2.369 0.873 0 6 57.97 2.306 0.498 0 6

40.19 2.368 0.861 0 6 58.40 2.304 0.492 0 6

40.62 2.366 0.849 0 6 58.84 2.303 0.486 0 6

41.05 2.365 0.837 0 6 59.27 2.301 0.481 0 6

41.49 2.363 0.826 0 6 59.71 2.298 0.477 0 6

41.92 2.362 0.814 0 6 60.14 2.296 0.474 0 6

42.36 2.361 0.802 0 6 60.57 2.293 0.470 0 6

42.79 2.359 0.790 0 6 61.01 2.291 0.467 0 6

43.22 2.358 0.779 0 6 61.44 2.288 0.464 0 6

43.66 2.356 0.767 0 6 61.87 2.286 0.460 0 6

44.09 2.355 0.755 0 6 62.31 2.284 0.457 0 6

44.52 2.354 0.743 0 6 62.74 2.281 0.453 0 6

44.96 2.352 0.732 0 6 63.18 2.279 0.450 0 6

45.39 2.351 0.723 0 6 63.61 2.276 0.447 0 6

45.83 2.350 0.713 0 6 64.04 2.274 0.443 0 6

46.26 2.349 0.703 0 6 64.48 2.271 0.440 0 6

46.69 2.347 0.694 0 6 64.91 2.269 0.436 0 6

47.13 2.346 0.684 0 6 65.34 2.267 0.433 0 6

47.56 2.345 0.675 0 6 65.78 2.264 0.430 0 6

47.99 2.343 0.665 0 6 66.21 2.262 0.426 0 6

48.43 2.342 0.656 0 6 66.65 2.259 0.423 0 6

48.86 2.341 0.646 0 6 67.08 2.256 0.421 0 6

49.30 2.340 0.636 0 6 67.51 2.253 0.420 0 6

49.73 2.338 0.627 0 6 67.95 2.250 0.419 0 6

50.16 2.337 0.617 0 6 68.38 2.247 0.418 0 6

50.60 2.336 0.608 0 6 68.81 2.244 0.417 0 6

51.03 2.335 0.598 0 6 69.25 2.241 0.416 0 6

51.46 2.333 0.589 0 6 69.68 2.238 0.415 0 6

51.90 2.332 0.579 0 6 70.12 2.235 0.414 0 6

52.33 2.330 0.573 0 6 70.55 2.232 0.413 0 6

52.77 2.329 0.567 0 6 70.98 2.229 0.412 0 6

53.20 2.327 0.561 0 6 71.42 2.226 0.411 0 6

53.63 2.325 0.555 0 6 71.85 2.223 0.409 0 6

54.07 2.323 0.550 0 6 72.28 2.220 0.408 0 6

54.50 2.321 0.544 0 6 72.72 2.217 0.407 0 6

54.93 2.319 0.538 0 6 73.15 2.214 0.406 0 6

55.37 2.317 0.532 0 6 73.59 2.211 0.405 0 6

55.80 2.316 0.527 0 6 74.02 2.208 0.404 0 6


FRU VEBER - OWOV2


Intact ship, Trim No:4(0.7m)


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

40.62 2.383 0.751 0 6 58.84 2.276 0.492 0 6

41.05 2.381 0.742 0 6 59.27 2.272 0.489 0 6

41.49 2.379 0.733 0 6 59.71 2.269 0.485 0 6

41.92 2.377 0.725 0 6 60.14 2.266 0.482 0 6

42.36 2.375 0.716 0 6 60.57 2.263 0.478 0 6

42.79 2.373 0.707 0 6 61.01 2.260 0.474 0 6

43.22 2.370 0.698 0 6 61.44 2.257 0.471 0 6

43.66 2.368 0.689 0 6 61.87 2.254 0.469 0 6

44.09 2.366 0.681 0 6 62.31 2.250 0.468 0 6

44.52 2.364 0.672 0 6 62.74 2.247 0.467 0 6

44.96 2.362 0.663 0 6 63.18 2.244 0.465 0 6

45.39 2.359 0.654 0 6 63.61 2.240 0.464 0 6

45.83 2.357 0.645 0 6 64.04 2.237 0.462 0 6

46.26 2.355 0.637 0 6 64.48 2.233 0.461 0 6

46.69 2.353 0.628 0 6 64.91 2.230 0.459 0 6

47.13 2.351 0.619 0 6 65.34 2.227 0.458 0 6

47.56 2.348 0.613 0 6 65.78 2.223 0.456 0 6

47.99 2.346 0.607 0 6 66.21 2.220 0.455 0 6

48.43 2.343 0.602 0 6 66.65 2.216 0.453 0 6

48.86 2.340 0.597 0 6 67.08 2.213 0.452 0 6

49.30 2.338 0.591 0 6 67.51 2.210 0.450 0 6

49.73 2.335 0.586 0 6 67.95 2.206 0.449 0 6

50.16 2.333 0.581 0 6 68.38 2.203 0.447 0 6

50.60 2.330 0.575 0 6 68.81 2.199 0.446 0 6

51.03 2.327 0.570 0 6 69.25 2.195 0.447 0 6

51.46 2.325 0.565 0 6 69.68 2.192 0.447 0 6

51.90 2.322 0.559 0 6 70.12 2.188 0.447 0 6

52.33 2.319 0.554 0 6 70.55 2.184 0.448 0 6

52.77 2.317 0.549 0 6 70.98 2.180 0.448 0 6

53.20 2.314 0.544 0 6 71.42 2.176 0.449 0 6

53.63 2.312 0.538 0 6 71.85 2.172 0.449 0 6

54.07 2.309 0.533 0 6 72.28 2.168 0.449 0 6

54.50 2.306 0.529 0 6 72.72 2.165 0.450 0 6

54.93 2.303 0.525 0 6 73.15 2.161 0.450 0 6

55.37 2.300 0.521 0 6 73.59 2.157 0.451 0 6

55.80 2.297 0.518 0 6 74.02 2.153 0.451 0 6

56.24 2.294 0.514 0 6 74.45 2.149 0.451 0 6

56.67 2.291 0.511 0 6 74.89 2.145 0.452 0 6

57.10 2.288 0.507 0 6 75.32 2.141 0.452 0 6

57.54 2.285 0.503 0 6 75.75 2.138 0.452 0 6

57.97 2.282 0.500 0 6 76.19 2.134 0.453 0 6

58.40 2.279 0.496 0 6


FRU VEBER - OWOV2

Lateral plane - draft mark - freeboard deckDate 18 AUG 2014

FRU VEBER - OWOV2, Lateral plane

0

2

4

6

8

01

21

4- 0 4 8 21 61 02 42

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 -0.139 2.478 10.058 48 8.753 95 8.860 10.246 11.048142 9.321

2 3.443 2.478 9.204 49 8.753 96 8.853 10.284 11.027143 9.289

3 4.012 2.512 9.204 50 8.671 97 8.859 10.321 11.020144 9.260

4 4.185 3.014 9.140 51 8.671 98 8.881 10.352 11.004145 9.260

5 4.185 3.175 9.140 52 8.893 99 8.912 10.374 11.004146 9.260

6 5.781 3.175 9.157 53 8.893 100 8.949 10.381 10.962147 9.379

7 5.780 3.511 9.157 54 8.975 101 8.987 10.373 10.907148 9.624

8 6.156 3.553 9.116 55 8.975 102 9.018 10.352 10.899149 9.684

9 6.156 4.076 9.116 56 8.988 103 9.039 10.320 10.899150 9.764

10 6.125 4.076 9.169 57 8.988 104 9.046 10.283 11.020151 9.764

11 6.125 4.113 9.172 58 9.799 105 9.039 10.247 11.029152 9.742

12 6.692 4.113 9.181 59 8.988 106 9.019 10.216 11.029153 9.742

13 6.692 4.076 9.222 60 8.988 107 8.987 10.195 11.047154 9.714

14 6.665 4.076 9.222 61 8.975 108 8.968 10.188 11.078155 9.693

15 6.664 3.618 9.187 62 8.975 109 8.968 10.025 11.116156 9.687

16 6.734 3.628 9.187 63 8.893 110 9.257 10.025 11.153157 9.693

17 7.638 3.624 9.204 64 8.893 111 9.257 10.064 11.184158 9.715

18 7.778 3.177 9.204 65 8.803 112 9.386 10.064 11.206159 9.746

19 8.255 3.175 9.497 66 8.803 113 9.386 10.288 11.214160 9.783

20 9.199 5.475 9.497 67 8.884 114 9.351 10.288 11.205161 9.820

21 9.202 5.483 9.457 68 8.884 115 9.351 10.294 11.184162 9.852

22 9.202 5.492 9.457 69 8.897 116 9.582 10.294 11.152163 9.873

23 9.198 5.507 9.510 70 8.898 117 9.582 10.288 11.116164 9.880

24 9.196 5.515 9.513 71 9.709 118 9.548 10.288 11.079165 9.873

25 9.189 5.526 9.522 72 8.898 119 9.548 10.064 11.048166 9.852

26 9.098 5.628 9.563 73 8.897 120 9.737 10.064 11.027167 9.820

27 9.110 5.709 9.563 74 8.884 121 9.779 10.877 11.020168 9.798

28 8.498 5.712 9.528 75 8.884 122 9.719 10.876 10.897169 9.798

29 8.498 5.762 9.528 76 8.803 123 9.680 10.876 10.897170 9.837

30 9.124 5.762 10.058 77 8.803 124 9.489 10.912 10.899171 9.878

31 9.427 6.580 10.059 78 9.012 125 9.363 10.943 10.897172 9.878

32 10.056 6.612 9.676 79 9.977 126 9.240 10.991 10.906173 9.938

33 10.058 8.053 7.843 80 9.977 127 9.240 11.020 10.929174 10.055

34 9.271 8.053 7.843 81 10.025 128 9.211 11.029 10.963175 10.183

35 9.271 8.103 7.845 82 10.025 129 9.211 11.029 11.004176 10.303

36 9.283 8.103 7.845 83 10.041 130 9.182 11.047 11.020177 10.303

37 9.283 8.185 7.645 84 10.041 131 9.162 11.078 11.029178 10.274

38 9.243 8.185 7.647 85 10.092 132 9.155 11.116 11.029179 10.274

39 9.243 8.198 8.378 86 10.092 133 9.161 11.153 11.047180 10.245

40 9.296 8.198 8.376 87 10.041 134 9.183 11.184 11.078181 10.225

41 9.298 9.009 8.176 88 10.041 135 9.215 11.206 11.116182 10.218

42 9.308 8.198 8.176 89 10.025 136 9.252 11.214 11.153183 10.224

43 9.349 8.198 8.927 90 10.025 137 9.289 11.205 11.184184 10.246

44 9.349 8.185 8.927 91 10.188 138 9.320 11.184 11.206185 10.278

45 9.314 8.184 8.909 92 10.197 139 9.342 11.152 11.214186 10.314

46 9.314 8.103 8.909 93 10.197 140 9.349 11.116 11.205187 10.352

47 10.058 8.103 8.880 94 10.215 141 9.342 11.079 11.184188 10.383


FRU VEBER - OWOV2

Lateral plane - draft mark - freeboard deckDate 18 AUG 2014

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)

189 10.405 11.152 10.860211 8.836 233 11.206 8.840 0.350255 18.194

190 10.412 11.116 10.858212 9.002 234 11.206 8.803 0.207256 17.700

191 10.404 11.079 10.898213 9.078 235 11.254 8.803 0.122257 17.217

192 10.384 11.048 10.982214 9.113 236 11.253 8.753 0.071258 16.658

193 10.352 11.027 10.909215 9.116 237 10.356 8.753 0.028259 15.992

194 10.323 11.020 10.850216 9.139 238 11.215 6.928 0.000260 15.293

195 10.323 10.991 10.851217 9.154 239 11.783 6.976 0.000261 2.958

196 10.203 10.939 10.388218 9.157 240 11.911 6.756 0.489262 2.416

197 10.074 10.912 10.388219 9.279 241 11.809 6.735 0.493263 2.314

198 9.954 10.881 11.773220 9.263 242 12.185 6.071 0.500264 2.152

199 9.879 10.877 11.772221 9.145 243 13.069 6.067 0.508265 1.968

200 9.781 10.877 11.223222 9.150 244 13.627 6.105 0.530266 1.495

201 9.816 10.064 11.223223 9.146 245 15.098 3.633 0.545267 1.112

202 9.816 10.025 11.220224 9.146 246 15.095 3.389 0.562268 0.749

203 9.758 10.025 11.220225 9.135 247 20.497 3.568 0.574269 0.395

204 10.333 8.803 11.164226 9.113 248 20.914 3.201 0.586270 -0.030

205 10.926 8.803 11.088227 9.112 249 20.917 3.156 0.715271 -0.035

206 10.926 8.817 11.088228 9.110 250 20.479 2.636 0.882272 -0.047

207 10.874 8.817 11.172229 9.075 251 19.717 1.628 2.478273 -0.139

208 10.871 8.818 11.210230 8.999 252 19.219 1.036 2.478274 0.064

209 10.871 8.818 11.215231 8.989 253 18.920 0.753

210 10.860 8.823 11.216232 8.963 254 18.588 0.529

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 18.980 1 0.000 2.650 1 9.000 2.650 2 10.000

Draft mid mark Distance from AP to mid draft mark line (m): 9.490


FRU VEBER - OWOV2

C o n t e n t sDate: 18 AUG 2014

Description Page

...................................................................................................................................................................................................................................... 88The list of conditions

...................................................................................................................................................................................................................................... 89The summary conditions table

...................................................................................................................................................................................................................................... 1 - Light Ship 90/Intact shipCondition #

...................................................................................................................................................................................................................................... 2 - Max load departure 94/Intact shipCondition #

...................................................................................................................................................................................................................................... 3 - Max load Arrival 98/Intact shipCondition #

...................................................................................................................................................................................................................................... 4 - Ballast departure 102/Intact shipCondition #

...................................................................................................................................................................................................................................... 5 - Ballast Arrival 106/Intact shipCondition #

......................................................................................................................................................................................................................................110The list of flood points

......................................................................................................................................................................................................................................111Max VCG

......................................................................................................................................................................................................................................112Next claims were used

......................................................................................................................................................................................................................................113The result of claims calculation

HYPET-H600w, Loading Calculator. V.2.91 - 15.05.2013, Valling Ship Survey Aps DK-5700, Svendborg 87Page:

FRU VEBER - OWOV2

The list of conditionsDate: 18 AUG 2014Intact ship

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

1 Light Ship 13-08-2014 41.54 8.017 2.232 2 Max load departure 13-08-2014 53.77 7.637 2.237 -0.005 3 Max load Arrival 13-08-2014 46.68 7.691 2.326 0.006 4 Ballast departure 13-08-2014 50.67 7.828 2.192 -0.006 5 Ballast Arrival 13-08-2014 43.58 7.916 2.279 0.006


FRU VEBER - OWOV2

Summary of loading conditions (TCG makes heeling)Date: 18 AUG 2014

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 12.23 5.14 9.13 2.04TDead Weight 0.00 12.23 5.14 9.13 2.04T

Light Ship 41.54 41.54 41.54 41.54 41.54T

Condition displacement 41.54 53.77 46.68 50.67 43.58TDraft Aft 1.165 1.429 1.309 1.334 1.214M

Draft Fore 1.214 1.249 1.183 1.280 1.214MDraft Mean 1.190 1.339 1.246 1.307 1.214M

Trim (DA-DF) -0.049 0.180 0.127 0.054 0.000M

GM 1.042 0.658 0.748 0.790 0.914MVCG 2.232 2.237 2.326 2.192 2.279M

VCG Max 2.346 2.326 2.342 2.333 2.345M

< PS > < PS > < PS > < PS > < PS >< SB > < SB > < SB > < SB > < SB >Equilibrium (EQL) -0.47 -0.39 0.00 0.47 0.39Degr

Area EQL-30 0.094 0.076 0.078 0.086 0.089 0.094 0.081 0.072 0.092 0.082MRad

Area EQL-40(FA3) 0.141 0.117 0.115 0.134 0.131 0.141 0.124 0.107 0.141 0.123MRadArea 30-40(FA3) 0.046 0.042 0.037 0.048 0.042 0.046 0.043 0.035 0.049 0.040MRad

Max GZ angle 38.999 32.913 33.554 35.956 37.077 38.999 32.753 33.874 35.796 37.237Degr

Max GZ value 0.270 0.243 0.214 0.275 0.244 0.270 0.252 0.204 0.284 0.234MGZ at 25 0.246 0.226 0.208 0.249 0.230 0.246 0.235 0.197 0.259 0.218M

GZ at 30 0.254 0.241 0.212 0.266 0.236 0.254 0.250 0.202 0.275 0.225MFlood point (T1)

Height ab.WL (T1) M

Flood Angle1 (FA1) DegrFlood point (T2)

Height ab.WL (T2) M

Flood Angle2 (FA2) DegrFlood point (T3) 1 1 1 1 1 1 1 1 1 1

Height ab.WL (T3) 2.374 2.192 2.287 2.243 2.339 2.374 2.192 2.287 2.243 2.339M

Flood Angle3 (FA3) >80.0 >80.0 >80.0 >80.0 >80.0>80.0 >80.0 >80.0 >80.0 >80.0Degr


FRU VEBER - OWOV2

Light ShipWater sp.gravity (t/m3) Date: 18 AUG 2014SS=1-27, Shell=14Intact ship 1.0250

: 1Condition No:

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

Vol.DWc VCGPos

TNo LCG TCG LengthDescription

Weight Spg*IT

0.000 0.0 0.000 0.000 0.00

0.000 2.232 8.017 41.54

Dead weight:

Light ship:

0.000 0.000 ITc= 41.54 8.017 2.232TOTAL for the condition:

Condition's VCG (m): 2.232

2.346

GMT (m):

Max allowed VCG (m):

KMT (m): 3.274 1.042

0.72 0.86 92.28

WATERLINE

(tm/cm)

-0.049

1.165Wet SurfHEELING MCT1CMDA (m) DF (m) MEAN TPCTRIM

1.214 1.190 0.00

(m2)Draft at MARK:

1.165

(t/cm)(DA-DF) (°SB/PS)(DA+DF)/2

Draft above BASE:

1.214


FRU VEBER - OWOV2


: 1Condition No:

Lateral plane - view from SB

2-

0

2

4

6

8

01

21

4- 0 4 8 21 61 02 42

DA= 1.165M

DF= 1.214M

DM= 1.190M

MD= 1.340M(N.S)

TR= -0.049M

Freeboard= 1.460M

Margin draft= 0.150M [Moulded max. draft - Mean draft]

View from above

4

2

0

2

4

6

8

01

4- 0 4 8 21 61 02 42

AP FP

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

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


FRU VEBER - OWOV2

Light ShipWater sp.gravity (t/m3)

Date: 18 AUG 2014 1.0250

: 1Condition No:SS=1-27, Shell=14Intact 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

0.3

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

DAMLDFML

AP FP

Freeboard

Freeboard Deck

DM.base

\DA=1.165 \DF=1.214

Base Line

Draft using BASE: Draft using MARK: Horizontal distance:

DA.base at AP = 1.165m DA.mark = 1.165m (At aft draft mark) DA.base - DA.mark = 0.000m

DF.base at FP = 1.214m DF.mark = 1.214m (At fore draft mark) DF.base - DF.mark = 0.000m

DM.base at Lpp/2 = 1.190m DM.mark = 1.190m (At Mid draft mark) DM.base - DM.mark = 0.000m

Freeboard = 1.460m

Moulded max. draft = 1.340m [N. Summer(S)]

Margin draft = Moulded max. draft - DM.base = 1.340m - 1.190m = 0.150m

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


FRU VEBER - OWOV2


: 1Condition No:

Y: GZ-values (m); X:Angle (°)

3.0-

0.0

3.0

6.0

9.0

2.1

08- 07- 06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06 07 08 GZ-curve GMt

WL 10.320m from AP

0.0° GMt

Displ.=41.540T \LCG=8.017M \VCG=2.232M \TCG=0.000M GMt = 1.042M

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

0.0 Equilibrium 0.0 Equilibrium -10.0 -0.166 10.0 0.166 -20.0 -0.235 20.0 0.235 -30.0 -0.254 30.0 0.254 -39.0 -0.270*Max* 39.0 0.270*Max* -40.0 -0.269 40.0 0.269 -50.0 -0.230 50.0 0.230 -60.0 -0.143 60.0 0.143 -70.0 0.018 70.0 -0.018 -80.0 0.218 80.0 -0.218

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

PS > 2.374 PS > 80.0 T3 1:Engine room vent SB 2.374 SB > 80.0 T3 1:Engine room vent

Angles(-PS°) Area(MR) ________________________________________

0.0 >-12.5 0.023 0.0 > -20 0.052 0.0 > -30 0.094 0.0 > -40 0.141 -30.0 >-40.0 0.046 0.0 >-39.0 0.136

Angles(+SB°) Area(MR) ________________________________________

0.0 > 12.5 0.023 0.0 > 20 0.052 0.0 > 30 0.094 0.0 > 40 0.141 30.0 > 40.0 0.046 0.0 > 39.0 0.136

GZ curve

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

Set name: INTACT: Cargoship IS Code 2008

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

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

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

Min.GM >= 0.15m |GMT 1.0416 >= 0.1500 SP OK

Area (HA-30) >= 0.055mr |GetGZArea(HeelAngle,30) 0.0945 >= 0.0550 SP OK

Area (HA-40/FA3) >= 0.090|GetGZArea(HeelAngle,Min(40,FloodAngle3)) 0.1405 >= 0.0900 SP OK

Area (30-40/FA3) >= 0.030|CHOOSE(Min(40,FloodAngle3) >30

,GetGZArea(30,Min(40,FloodAngle3)),0) 0.0460 >= 0.0300 SP OK

Turning point >= 25° |GZMaxAngle 38.9990 >= 25.0000 SP OK

GZ >= 0.2m at angle >=30°|GetGZMax(30,LastAngle) 0.2695 >= 0.2000 SP OK


FRU VEBER - OWOV2

Max load departureWater sp.gravity (t/m3) Date: 18 AUG 2014SS=1-27, Shell=14Intact ship 1.0250

: 2Condition No:


Vol.DWc VCGPos


Weight Spg*IT

0.8600 2.00T 0.2 0.000 0.925 9.334 2.13FO 2.4798% 1F.O. Tank Center 1 0.8600 2.00T 0.1 -0.966 0.964 9.318 1.32FO 1.5498% 2F.O. Tank PS 2 0.8600 2.00T 0.1 0.966 0.964 9.318 1.32FO 1.5498% 3F.O. Tank SB 3 0.8600 1.33T 2.4 0.000 2.951 3.165 2.61FO 3.0498% 8Aft deck F.O. Tank 4 1.0000 0.85T 0.1 0.000 0.639 10.799 0.54FW 0.5498% 4F.W. Tank 5 0.9000 0.50T 0.0 -1.850 2.012 2.650 0.17LO 0.1998% 5Lube Oil Tank 6 1.0000 0.70T 0.0 2.075 1.894 8.670 0.02SEW 0.0210% 6Sewage Tank Fore 7 1.0000 0.60T 0.0 0.000 0.464 4.520 0.01SEW 0.0110% 7Sewage Tank Aft 8 1.0000 1.00 0.0 0.000 1.230 1.347 0.50STO 0.50Store 10 1.0000 1.00 0.0 0.000 4.780 12.360 0.23PER 0.23Crew 11 1.0000 0.00 0.0 0.000 1.970 9.490 0.90PER 0.9012 Passenger 13 1.0000 0.00 0.0 0.000 3.400 2.490 2.20DL 2.20Deck Load 14 1.0000 1.00 0.0 0.000 2.700 3.165 0.29DL 0.29Weight of Aft deckF.O.Tank 16

-0.023 2.9 2.019 6.346 12.23

0.000 2.232 8.017 41.54

Dead weight:

Light ship:

0.054* -0.005 ITc= 53.77 7.637 2.237TOTAL for the condition:

(t)(m3) (t/m3)

Description Filling Spc.gr WeightVolumeDWc

(%) (t)(m3) (t/m3)


(%)

0.8600 7.4FO 8.6Fuel Oil 1.0000 0.5 98.0 98.0 FW 0.5Fresh Water 0.9000 0.2LO 0.2Lub Oil 1.0000 0.0 9.9 97.9 SEW 0.0Sewage 1.0000 0.5STO 0.5Store 1.0000 1.1PER 1.1Person 1.0000 2.5DL 2.5Deck Load

Condition's VCG (m): 2.237 (2.184 + 0.054 )

2.326

GMT (m):


KMT (m): 2.895 0.658*

0.73 0.89 98.66

WATERLINE

(tm/cm)

0.180


1.249 1.339 PS -0.47

(m2)Draft at MARK:

1.429


Draft above BASE:

1.249


FRU VEBER - OWOV2


: 2Condition No:


0

2

4

6

8

01

21

4- 0 4 8 21 61 02 42

DA= 1.429M

DF= 1.249M

DM= 1.339M

MD= 1.340M(N.S)

TR= 0.180M

Freeboard= 1.311M


View from above

4

2

0

2

4

6

8

4- 0 4 8 21 61 02 42

AP FP

7 41

2

3

6

5

8


FO (0.8600T/M3) 98%= 8.59M3 R= 0.17M3 Fuel Oil DL (1.0000T/M3) 2.49T Deck Load

FW (1.0000T/M3) 98%= 0.54M3 R= 0.01M3 Fresh Water PER (1.0000T/M3) 1.13T Person

LO (0.9000T/M3) 98%= 0.19M3 R= 0.00M3 Lub Oil STO (1.0000T/M3) 0.50T Store

SEW (1.0000T/M3) 10%= 0.02M3 R= 0.18M3 Sewage


FRU VEBER - OWOV2

Max load departureWater sp.gravity (t/m3)

Date: 18 AUG 2014 1.0250


Draft Mark scale.


0.0

5.0

0.1

5.1

0.2

5.2

0.3

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

DAML

DFML

AP FP

Freeboard

Freeboard Deck

DM.base

\DA=1.429

\DF=1.249

Base Line





Freeboard = 1.311m





FRU VEBER - OWOV2


: 2Condition No:


4.0-

3.0-

2.0-

1.0-

0.0

1.0

2.0

3.0

4.0

08- 07- 06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06 07 08 GZ-curve

WL 10.320m from AP

0.5°PS

Displ.=53.769T \LCG=7.637M \VCG=2.237M \TCG=-0.005M GMt = 0.658M


0.0 0.005 0.0 0.005 -0.5 Equilibrium 10.0 0.120 -10.0 -0.110 20.0 0.208 -20.0 -0.198 30.0 0.250 -30.0 -0.241 32.8 0.252*Max* -32.9 -0.243*Max* 40.0 0.234 -40.0 -0.226 50.0 0.148 -50.0 -0.142 60.0 0.023 -60.0 -0.018 70.0 -0.129 -70.0 0.133 80.0 -0.309 -80.0 0.311



Angles(-PS°) Area(MR) ________________________________________

-0.5 > -20 0.037 -0.5 > -30 0.076 -0.5 > -40 0.117 -30.0 >-40.0 0.042 -0.5 >-32.9 0.088

Angles(+SB°) Area(MR) ________________________________________

-0.5 > 20 0.040 -0.5 > 30 0.081 -0.5 > 40 0.124 30.0 > 40.0 0.043 -0.5 > 32.8 0.093

GZ curve



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


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

Min.GM >= 0.15m |GMT 0.6575 >= 0.1500 SP OK

Area (HA-30) >= 0.055mr |GetGZArea(HeelAngle,30) 0.0757 >= 0.0550 PS OK

Area (HA-40/FA3) >= 0.090|GetGZArea(HeelAngle,Min(40,FloodAngle3)) 0.1174 >= 0.0900 PS OK


,GetGZArea(30,Min(40,FloodAngle3)),0) 0.0417 >= 0.0300 PS OK

Turning point >= 25° |GZMaxAngle 32.7528 >= 25.0000 SB OK

GZ >= 0.2m at angle >=30°|GetGZMax(30,LastAngle) 0.2433 >= 0.2000 PS OK


FRU VEBER - OWOV2

Max load ArrivalWater sp.gravity (t/m3) Date: 18 AUG 2014SS=1-27, Shell=14Intact ship 1.0250

: 3Condition No:


Vol.DWc VCGPos


Weight Spg*IT

0.8600 2.00T 0.2 0.000 0.452 9.454 0.22FO 0.2510% 1F.O. Tank Center 1 0.8600 2.00T 0.0 -0.792 0.489 9.315 0.14FO 0.1610% 2F.O. Tank PS 2 0.8600 2.00T 0.0 0.792 0.489 9.315 0.14FO 0.1610% 3F.O. Tank SB 3 0.8600 1.33T 2.4 0.000 2.602 3.165 0.27FO 0.3110% 8Aft deck F.O. Tank 4 1.0000 0.85T 0.1 0.000 0.368 10.837 0.06FW 0.0610% 4F.W. Tank 5 0.9000 0.50T 0.0 -1.850 1.678 2.650 0.02LO 0.0210% 5Lube Oil Tank 6 1.0000 0.70T 0.0 2.075 2.105 8.670 0.15SEW 0.1598% 6Sewage Tank Fore 7 1.0000 0.60T 0.0 0.000 0.587 4.520 0.05SEW 0.0598% 7Sewage Tank Aft 8 1.0000 1.00 0.0 0.000 1.230 1.347 0.50STO 0.50Store 10 1.0000 1.00 0.0 0.000 4.780 12.360 0.23PER 0.23Crew 11 1.0000 0.00 0.0 0.000 1.970 9.490 0.90PER 0.9012 Passenger 13 1.0000 0.00 0.0 0.000 3.400 2.490 2.20DL 2.20Deck Load 14 1.0000 1.00 0.0 0.000 2.700 3.165 0.29DL 0.29Weight of Aft deckF.O.Tank 16

0.054 2.8 2.540 5.057 5.14

0.000 2.232 8.017 41.54

Dead weight:

Light ship:

0.060* 0.006 ITc= 46.68 7.691 2.326TOTAL for the condition:

(t)(m3) (t/m3)


(%) (t)(m3) (t/m3)


(%)


Condition's VCG (m): 2.326 (2.266 + 0.060 )

2.342

GMT (m):


KMT (m): 3.074 0.748*

0.72 0.86 94.58

WATERLINE

(tm/cm)

0.127


1.183 1.246 SB 0.47

(m2)Draft at MARK:

1.309


Draft above BASE:

1.183


FRU VEBER - OWOV2


: 3Condition No:


0

2

4

6

8

01

21

4- 0 4 8 21 61 02 42

DA= 1.309M

DF= 1.183M

DM= 1.246M

MD= 1.340M(N.S)

TR= 0.127M

Freeboard= 1.404M


View from above

4

2

0

2

4

6

8

4- 0 4 8 21 61 02 42

AP FP

7 41

2

3

6

5

8





SEW (1.0000T/M3) 98%= 0.20M3 R= 0.01M3 Sewage


FRU VEBER - OWOV2

Max load ArrivalWater sp.gravity (t/m3)

Date: 18 AUG 2014 1.0250


Draft Mark scale.


0.0

5.0

0.1

5.1

0.2

5.2

0.3

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

DAML

DFML

AP FP

Freeboard

Freeboard Deck

DM.base

\DA=1.309

\DF=1.183

Base Line





Freeboard = 1.404m





FRU VEBER - OWOV2


: 3Condition No:


4.0-

3.0-

2.0-

1.0-

0.0

1.0

2.0

3.0

4.0

08- 07- 06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06 07 08 GZ-curve

WL 10.320m from AP

0.5°SB



0.0 -0.006 0.0 -0.006 -10.0 -0.131 0.5 Equilibrium -20.0 -0.196 10.0 0.119 -30.0 -0.212 20.0 0.185 -33.6 -0.214*Max* 30.0 0.202 -40.0 -0.203 33.9 0.204*Max* -50.0 -0.127 40.0 0.194 -60.0 -0.006 50.0 0.119 -70.0 0.154 60.0 0.000 -80.0 0.354 70.0 -0.158 80.0 -0.356



Angles(-PS°) Area(MR) ________________________________________

0.5 > -20 0.042 0.5 > -30 0.078 0.5 > -40 0.115 -30.0 >-40.0 0.037 0.5 >-33.6 0.091

Angles(+SB°) Area(MR) ________________________________________

0.5 > 20 0.038 0.5 > 30 0.072 0.5 > 40 0.107 30.0 > 40.0 0.035 0.5 > 33.9 0.086

GZ curve



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


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

Min.GM >= 0.15m |GMT 0.7480 >= 0.1500 SP OK

Area (HA-30) >= 0.055mr |GetGZArea(HeelAngle,30) 0.0720 >= 0.0550 SB OK

Area (HA-40/FA3) >= 0.090|GetGZArea(HeelAngle,Min(40,FloodAngle3)) 0.1072 >= 0.0900 SB OK


,GetGZArea(30,Min(40,FloodAngle3)),0) 0.0352 >= 0.0300 SB OK

Turning point >= 25° |GZMaxAngle 33.5536 >= 25.0000 PS OK

GZ >= 0.2m at angle >=30°|GetGZMax(30,LastAngle) 0.2040 >= 0.2000 SB OK


FRU VEBER - OWOV2

Ballast departureWater sp.gravity (t/m3) Date: 18 AUG 2014SS=1-27, Shell=14Intact ship 1.0250

: 4Condition No:


Vol.DWc VCGPos


Weight Spg*IT

0.8600 2.00T 0.2 0.000 0.925 9.334 2.13FO 2.4798% 1F.O. Tank Center 1 0.8600 2.00T 0.1 -0.966 0.964 9.318 1.32FO 1.5498% 2F.O. Tank PS 2 0.8600 2.00T 0.1 0.966 0.964 9.318 1.32FO 1.5498% 3F.O. Tank SB 3 0.8600 1.33T 2.4 0.000 2.951 3.165 2.61FO 3.0498% 8Aft deck F.O. Tank 4 1.0000 0.85T 0.1 0.000 0.639 10.799 0.54FW 0.5498% 4F.W. Tank 5 0.9000 0.50T 0.0 -1.850 2.012 2.650 0.17LO 0.1998% 5Lube Oil Tank 6 1.0000 0.70T 0.0 2.075 1.894 8.670 0.02SEW 0.0210% 6Sewage Tank Fore 7 1.0000 0.60T 0.0 0.000 0.464 4.520 0.01SEW 0.0110% 7Sewage Tank Aft 8 1.0000 1.00 0.0 0.000 1.230 1.347 0.50STO 0.50Store 10 1.0000 1.00 0.0 0.000 4.780 12.360 0.23PER 0.23Crew 11 1.0000 1.00 0.0 0.000 2.700 3.165 0.29DL 0.29Weight of Aft deckF.O.Tank 16

-0.031 2.9 1.691 6.966 9.13

0.000 2.232 8.017 41.54

Dead weight:

Light ship:

0.057* -0.005 ITc= 50.67 7.828 2.192TOTAL for the condition:

(t)(m3) (t/m3)


(%) (t)(m3) (t/m3)


(%)


Condition's VCG (m): 2.192 (2.135 + 0.057 )

2.333

GMT (m):


KMT (m): 2.981 0.790*

0.73 0.89 97.46

WATERLINE

(tm/cm)

0.054


1.280 1.307 PS -0.39

(m2)Draft at MARK:

1.334


Draft above BASE:

1.280


FRU VEBER - OWOV2


: 4Condition No:


0

2

4

6

8

01

21

4- 0 4 8 21 61 02 42

DA= 1.334M

DF= 1.280M

DM= 1.307M

MD= 1.340M(N.S)

TR= 0.054M

Freeboard= 1.343M


View from above

4

2

0

2

4

6

8

4- 0 4 8 21 61 02 42

AP FP

7 41

2

3

6

5

8





SEW (1.0000T/M3) 10%= 0.02M3 R= 0.18M3 Sewage


FRU VEBER - OWOV2

Ballast departureWater sp.gravity (t/m3)

Date: 18 AUG 2014 1.0250


Draft Mark scale.


0.0

5.0

0.1

5.1

0.2

5.2

0.3

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

DAMLDFML

AP FP

Freeboard

Freeboard Deck

DM.base

\DA=1.334 \DF=1.280

Base Line





Freeboard = 1.343m





FRU VEBER - OWOV2


: 4Condition No:


3.0-

2.0-

1.0-

0.0

1.0

2.0

3.0

08- 07- 06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06 07 08 GZ-curve

WL 10.320m from AP

0.4°PS

Displ.=50.669T \LCG=7.828M \VCG=2.192M \TCG=-0.006M GMt = 0.790M


0.0 0.006 0.0 0.006 -0.4 Equilibrium 10.0 0.142 -10.0 -0.131 20.0 0.233 -20.0 -0.222 30.0 0.275 -30.0 -0.266 35.8 0.284*Max* -36.0 -0.275*Max* 40.0 0.278 -40.0 -0.269 50.0 0.207 -50.0 -0.200 60.0 0.092 -60.0 -0.087 70.0 -0.051 -70.0 0.055 80.0 -0.236 -80.0 0.237



Angles(-PS°) Area(MR) ________________________________________

-0.4 > -20 0.043 -0.4 > -30 0.086 -0.4 > -40 0.134 -30.0 >-40.0 0.048 -0.4 >-36.0 0.114

Angles(+SB°) Area(MR) ________________________________________

-0.4 > 20 0.047 -0.4 > 30 0.092 -0.4 > 40 0.141 30.0 > 40.0 0.049 -0.4 > 35.8 0.120

GZ curve



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


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

Min.GM >= 0.15m |GMT 0.7896 >= 0.1500 SP OK

Area (HA-30) >= 0.055mr |GetGZArea(HeelAngle,30) 0.0860 >= 0.0550 PS OK

Area (HA-40/FA3) >= 0.090|GetGZArea(HeelAngle,Min(40,FloodAngle3)) 0.1336 >= 0.0900 PS OK


,GetGZArea(30,Min(40,FloodAngle3)),0) 0.0475 >= 0.0300 PS OK

Turning point >= 25° |GZMaxAngle 35.7958 >= 25.0000 SB OK

GZ >= 0.2m at angle >=30°|GetGZMax(30,LastAngle) 0.2751 >= 0.2000 PS OK


FRU VEBER - OWOV2

Ballast ArrivalWater sp.gravity (t/m3) Date: 18 AUG 2014SS=1-27, Shell=14Intact ship 1.0250

: 5Condition No:


Vol.DWc VCGPos


Weight Spg*IT

0.8600 2.00T 0.2 0.000 0.452 9.454 0.22FO 0.2510% 1F.O. Tank Center 1 0.8600 2.00T 0.0 -0.792 0.489 9.315 0.14FO 0.1610% 2F.O. Tank PS 2 0.8600 2.00T 0.0 0.792 0.489 9.315 0.14FO 0.1610% 3F.O. Tank SB 3 0.8600 1.33T 2.4 0.000 2.602 3.165 0.27FO 0.3110% 8Aft deck F.O. Tank 4 1.0000 0.85T 0.1 0.000 0.368 10.837 0.06FW 0.0610% 4F.W. Tank 5 0.9000 0.50T 0.0 -1.850 1.678 2.650 0.02LO 0.0210% 5Lube Oil Tank 6 1.0000 0.70T 0.0 2.075 2.105 8.670 0.15SEW 0.1598% 6Sewage Tank Fore 7 1.0000 0.60T 0.0 0.000 0.587 4.520 0.05SEW 0.0598% 7Sewage Tank Aft 8 1.0000 1.00 0.0 0.000 1.230 1.347 0.50STO 0.50Store 10 1.0000 1.00 0.0 0.000 4.780 12.360 0.23PER 0.23Crew 11 1.0000 1.00 0.0 0.000 2.700 3.165 0.29DL 0.29Weight of Aft deckF.O.Tank 16

0.135 2.8 1.866 5.870 2.04

0.000 2.232 8.017 41.54

Dead weight:

Light ship:

0.065* 0.006 ITc= 43.58 7.916 2.279TOTAL for the condition:

(t)(m3) (t/m3)


(%) (t)(m3) (t/m3)


(%)


Condition's VCG (m): 2.279 (2.215 + 0.065 )

2.345

GMT (m):


KMT (m): 3.194 0.914*

0.72 0.86 93.34

WATERLINE

(tm/cm)

0.000


1.214 1.214 SB 0.39

(m2)Draft at MARK:

1.214


Draft above BASE:

1.214


FRU VEBER - OWOV2


: 5Condition No:


0

2

4

6

8

01

21

4- 0 4 8 21 61 02 42

DA= 1.214M

DF= 1.214M

DM= 1.214M

MD= 1.340M(N.S)

TR= 0.000M

Freeboard= 1.436M


View from above

4

2

0

2

4

6

8

4- 0 4 8 21 61 02 42

AP FP

7 41

2

3

6

5

8





SEW (1.0000T/M3) 98%= 0.20M3 R= 0.01M3 Sewage


FRU VEBER - OWOV2

Ballast ArrivalWater sp.gravity (t/m3)

Date: 18 AUG 2014 1.0250


Draft Mark scale.


0.0

5.0

0.1

5.1

0.2

5.2

0.3

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

DAML DFML

AP FP

Freeboard

Freeboard Deck

DM.base

\DA=1.214 \DF=1.214

Base Line





Freeboard = 1.436m





FRU VEBER - OWOV2


: 5Condition No:


3.0-

2.0-

1.0-

0.0

1.0

2.0

3.0

08- 07- 06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06 07 08 GZ-curve

WL 10.320m from AP

0.4°SB



0.0 -0.006 0.0 -0.006 -10.0 -0.155 0.4 Equilibrium -20.0 -0.220 10.0 0.142 -30.0 -0.236 20.0 0.208 -37.1 -0.244*Max* 30.0 0.225 -40.0 -0.241 37.2 0.234*Max* -50.0 -0.184 40.0 0.231 -60.0 -0.082 50.0 0.176 -70.0 0.079 60.0 0.076 -80.0 0.279 70.0 -0.083 80.0 -0.281



Angles(-PS°) Area(MR) ________________________________________

0.4 > -20 0.049 0.4 > -30 0.089 0.4 > -40 0.131 -30.0 >-40.0 0.042 0.4 >-37.1 0.118

Angles(+SB°) Area(MR) ________________________________________

0.4 > 20 0.044 0.4 > 30 0.082 0.4 > 40 0.123 30.0 > 40.0 0.040 0.4 > 37.2 0.112

GZ curve



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


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

Min.GM >= 0.15m |GMT 0.9142 >= 0.1500 SP OK

Area (HA-30) >= 0.055mr |GetGZArea(HeelAngle,30) 0.0824 >= 0.0550 SB OK

Area (HA-40/FA3) >= 0.090|GetGZArea(HeelAngle,Min(40,FloodAngle3)) 0.1227 >= 0.0900 SB OK


,GetGZArea(30,Min(40,FloodAngle3)),0) 0.0403 >= 0.0300 SB OK

Turning point >= 25° |GZMaxAngle 37.0771 >= 25.0000 PS OK

GZ >= 0.2m at angle >=30°|GetGZMax(30,LastAngle) 0.2337 >= 0.2000 SB OK


FRU VEBER - OWOV2

The list of flood pointsDate: 18 AUG 2014Intact ship

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

3.556 1 0.382Engine room vent 6.5803


FRU VEBER - OWOV2

Max VCG.Date: 18 AUG 2014

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

51.2

02.2

52.2

03.2

53.2

04.2

53 04 54 05 55 06 56 07 57

Trim 1(-0.350m) Trim 2(0.000m) Trim 3(0.350m) Trim 4(0.700m)

\1

\2

\3

\4

\5

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

2.346 2.232 0.114 41.5 1.190 1 0

2.326 2.237 0.089 53.8 1.339 2 0

2.342 2.326 0.016 46.7 1.246 3 0

2.333 2.192 0.142 50.7 1.307 4 0

2.345 2.279 0.066 43.6 1.214 5 0


FRU VEBER - OWOV2

Next claims were usedDate: 18 AUG 2014


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

Set | ID | CLAIMS

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

0 1 Min.GM >= 0.15m

Left part >= Right part

Left part = GMT

Right part = 0.15

0 2 Area (HA-30) >= 0.055mr


Left part = GetGZArea(HeelAngle,30)

Right part = 0.055

0 3 Area (HA-40/FA3) >= 0.090mr


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

Right part = 0.09

0 4 Area (30-40/FA3) >= 0.030mr


Left part = CHOOSE(Min(40,FloodAngle3) >30 ,GetGZArea(30,Min(40,FloodAngle3)),0)

Right part = 0.03

0 5 Turning point >= 25°


Left part = GZMaxAngle

Right part = 25

0 6 GZ >= 0.2m at angle >=30°


Left part = GetGZMax(30,LastAngle)

Right part = 0.2


FRU VEBER - OWOV2

Results of claims calculationDate: 18 AUG 2014


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

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 1.0416 1.0416 0.1500 0.1500(+0.8916) (+0.8916)

2 0 TRUE TRUE 0.6575 0.6575 0.1500 0.1500(+0.5075) (+0.5075)

3 0 TRUE TRUE 0.7480 0.7480 0.1500 0.1500(+0.5980) (+0.5980)

4 0 TRUE TRUE 0.7896 0.7896 0.1500 0.1500(+0.6396) (+0.6396)

5 0 TRUE TRUE 0.9142 0.9142 0.1500 0.1500(+0.7642) (+0.7642)

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

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



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

1 0 TRUE TRUE 0.0945 0.0945 0.0550 0.0550(+0.0395) (+0.0395)

2 0 TRUE TRUE 0.0757 0.0810 0.0550 0.0550(+0.0207) (+0.0260)

3 0 TRUE TRUE 0.0779 0.0720 0.0550 0.0550(+0.0229) (+0.0170)

4 0 TRUE TRUE 0.0860 0.0916 0.0550 0.0550(+0.0310) (+0.0366)

5 0 TRUE TRUE 0.0887 0.0824 0.0550 0.0550(+0.0337) (+0.0274)

ID: 3 Area (HA-40/FA3) >= 0.090mr

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



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

1 0 TRUE TRUE 0.1405 0.1405 0.0900 0.0900(+0.0505) (+0.0505)

2 0 TRUE TRUE 0.1174 0.1241 0.0900 0.0900(+0.0274) (+0.0341)

3 0 TRUE TRUE 0.1148 0.1072 0.0900 0.0900(+0.0248) (+0.0172)

4 0 TRUE TRUE 0.1336 0.1407 0.0900 0.0900(+0.0436) (+0.0507)

5 0 TRUE TRUE 0.1309 0.1227 0.0900 0.0900(+0.0409) (+0.0327)

ID: 4 Area (30-40/FA3) >= 0.030mr

(CHOOSE(Min(40,FloodAngle3) >30 ,GetGZArea(30,Min(40,FloodAngle3)),0))>=(0.03)



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

1 0 TRUE TRUE 0.0460 0.0460 0.0300 0.0300(+0.0160) (+0.0160)

2 0 TRUE TRUE 0.0417 0.0432 0.0300 0.0300(+0.0117) (+0.0132)

3 0 TRUE TRUE 0.0369 0.0352 0.0300 0.0300(+0.0069) (+0.0052)

4 0 TRUE TRUE 0.0475 0.0491 0.0300 0.0300(+0.0175) (+0.0191)

5 0 TRUE TRUE 0.0421 0.0403 0.0300 0.0300(+0.0121) (+0.0103)

ID: 5 Turning point >= 25°

(GZMaxAngle)>=(25)



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

1 0 TRUE TRUE 38.9990 38.9990 25.0000 25.0000(+13.9990) (+13.9990)

2 0 TRUE TRUE 32.9129 32.7528 25.0000 25.0000(+7.9129) (+7.7528)

3 0 TRUE TRUE 33.5536 33.8739 25.0000 25.0000(+8.5536) (+8.8739)

4 0 TRUE TRUE 35.9560 35.7958 25.0000 25.0000(+10.9560) (+10.7958)

5 0 TRUE TRUE 37.0771 37.2372 25.0000 25.0000(+12.0771) (+12.2372)

ID: 6 GZ >= 0.2m at angle >=30°

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



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

1 0 TRUE TRUE 0.2695 0.2695 0.2000 0.2000(+0.0695) (+0.0695)

2 0 TRUE TRUE 0.2433 0.2521 0.2000 0.2000(+0.0433) (+0.0521)


FRU VEBER - OWOV2

Results of claims calculationDate: 18 AUG 2014


3 0 TRUE TRUE 0.2138 0.2040 0.2000 0.2000(+0.0138) (+0.0040)

4 0 TRUE TRUE 0.2751 0.2840 0.2000 0.2000(+0.0751) (+0.0840)

5 0 TRUE TRUE 0.2437 0.2337 0.2000 0.2000(+0.0437) (+0.0337)


APPENDIX

DRAWING

Documents

STABILITY BOOKLET FRU VEBER - Shipsforsale Sweden