STABILITY BOOKLET GORM DENMARK OUXM2 H 1729 REVISION 00 alling Ship Survey DK-5700 SVENDBORG
STABILITY BOOKLET
GORM DENMARK
OUXM2
H 1729
REVISION 00
alling Ship Survey
DK-5700
SVENDBORG
CONTENTS:
Intakt stabilitet, vejledning til skibets fører …………………..….………...………………………………..…………….... 3
Hydrostatics
Conditions
Crane Calculations
Appendix : Heel test report
GT and NT report
Drawings: Gorm- GA
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INTAKT STABILITET-VEJLEDNING TIL SKIBETS FØRER
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Denne bog omhandler skibets "INTAKT TRIM OG STABILITET"
1. Generelle forholdsregler mod kæntring
1.1.Overholdelse af mindstekrav til stabilitet er ingen garanti for at fartøjet ikke kan kæntre,
da dette er afhængigt af omstændighederne, og fritager ikke føreren fra sit ansvar.
Føreren bør derfor udvise omhu og godt sømandsskab, under henvisning til årstider,
vejrmeldinger, farvand og betinget af de aktuelle omstændigheder,
iværksætte nødvendige tiltag med hensyn til hastighed og kurs.
1.2 Forsigtighed bør udvises for at sikre fordeling af at lasten således at alle
kan stabilitetskravene overholdes.
Om nødvendigt må lasten begrænses i forhold til nødvendig ballast.
1.3 Føreren må beslutte rækkefølgen af olie og ferskvandstanke som der skal bruges fra
og have oversigt over ballastvand, som skal påfyldes under turen.
Føreren må før afrejse sørge for, at minimum stabilitetskrav vil blive opretholdt gennem hele
sejladsen, også med hensyn til effekter af frie væske overflader.
1.4 Før afrejse skal det kontrolleres at lasten og store enkeltlaster er blevet tilstrækkelig
stuvet/surret,for at minimere risikoen for både langskibs og tværskibs forskydning, pga skibets
bevægelse i søen . For bulk last refereres til IMO
" Code of Safe Practice for Solid Bulk Cargoes". (BC Code).
1.5 Fører en må være opmærksom på at stabiliteten kan blive negativt påvirket af forhold
som sidevind på skibe med stort vindfang, overisning, dækslast, vand på dæk ,
rulle-egenskaber og medløbende sø.
2. Fast ballast.
2.1. Hvis benyttet, skal fast ballast installeres under tilsyn af myndigheder
og på en måde som hindrer forskydning. Fast ballast må ikke fjernes
fra skibet eller flyttes uden godkendelse fra myndigheder.
3. Operationelle procedurer knyttet til vejrforhold.
3.1. Alle døre og andre åbninger, hvor vand kan komme ind i skibet skal være
forsvarlig lukket i ugunstige vejrforhold, og alle lukkemidler om bord skal være i god stand.
3.2. Vejrtætte og vandtætte luger, døre etc skal holdes lukket under sejladsen,
med mindre andet er nødvendigt for at manøvrere skibet,
og må altid være klar til øjeblikkelig lukning.
Alle løse blændklapper og lignende må holdes i god stand
og skal være tilgængeligt i dårligt vejr.
3.3. Lukningsforanstaltninger for ventilation og luftrør til olie
skal være lukket i dårligt vejr.
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3.4. Styring med autopilot kan være farligt i dårligt vejr,
da dette kan medføre uhensigtsmæssige rorkommandoer.
3.5. I alle lastkonditioner må der tages nødvendigt hensyn for at
opretholde tilfredsstillende fribord.
3.6. Vær opmærksom på at hastigheden skal tilpasses vejrforholdene.
3.7. Særlig opmærksomhed må udvises, når et skib sejler i medløbende sø.
3.8. Vandansamlinger på dækket må undgås.
3.9. Føreren må være klar over at krappe eller brydende bølger kan forekomme i enkelte områder, eller
under visse vind og strømkombinationer. Disse bølger er specielt farlige, særligt for mindre skibe.
4. Fri væskeoverflade - effekter af væske i tanke.
4.1. Forudsat at en tank er fyldt med væske, vil der heller ikke være nogen bevægelse af væsken og
effekten på skibets stabilitet er akkurat som om tanken indeholdt et massivt materiale.
Straks en mængde af væsken er fjernet fra tanken ændres situationen dramatisk
og stabiliteten på skibet bliver negativt påvirket af det, hvilket er kendt som
"fri væskeoverflade effekt". Denne negative effekt på stabiliteten er
kendetegnet som "tab i GM" eller som en "virtuel øgning af VCG" og beregnes således:
GM, red = Tab af GM som følge af frie væskeoverflader
Tværskibs inertimoment (m4) x massefylde af væske i tank (t/m3)
GM,red = ---------------------------------------------------------------------
Fartøjets deplacement (t)
Tværskibs inertimoment af tankens væskeoverflade, ganget med massefylden
af væsken for hver tank som ikke er fyldt, skal summeres.
4.2. "Fri væskeoverflade effekt" ved forbrug af brændolie, ferskvand
og systemtanke må der tages hensyn til for såvel afgangs- som ankomstforhold.
Derfor må antal tanke som er slække holdes på et minimum for at
reducere "fri væskeoverflade effekten".
4.3. Hvis det er planlagt at påfylde ballastvand eller at lænse under sejladsen,
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må føreren sikre at de nødvendige stabilitetskriterier opfyldes til enhver tid.
5. Specielle anmærkninger angående stabilitet.
5.1. Denne lasteinstruktion er udarbejdet i relation til terminologien i kapitel 1 - Generelle
regler 10(2), bilag 1, fra den Internationale Lastelinie Konvention, 1966.
5.2. Det er vigtigt at forsikre sig at alle sejlende konditioner som minimum
opfylder kravene, som er beskrevet i IMO Resolution A.749 (18) for generel last
5.3. Zoner, områder og årstider (/Vinter Nord Atlanten - WNA) refererer til
den internationale lastelinekonvention, 1966, bilag ll, forskrift 46 til 52
Statistisk Stabilitets kurve (Gz-kurven) og krav:
Skibet skal i alle lastetilstande tilfredsstille gældende stabilitetskrav.
Maks. VCG krav for INTAKT skib
Min.GM >= 0.15mA)(kommentar) :
GMT(Venstre s.) :
>=(Sammenlign) :
0.15(Højre s.) :
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Area ( 0-30) >= 0.055mrB)(kommentar) :
GetGZArea(HeelAngle,30)(Venstre s.) :
>=(Sammenlign) :
0.055(Højre s.) :
Area ( 0-40) >= 0.090mrC)(kommentar) :
GetGZArea(HeelAngle,Min(40,FloodAngle3))(Venstre s.) :
>=(Sammenlign) :
0.09(Højre s.) :
Area (30-40) >= 0.030mrD)(kommentar) :
GetGZArea(30,Min(40,FloodAngle3))(Venstre s.) :
>=(Sammenlign) :
0.03(Højre s.) :
Turning point >= 25°E)(kommentar) :
GZMaxAngle(Venstre s.) :
>=(Sammenlign) :
25(Højre s.) :
GZ >= 0.2m at angle >=30°F)(kommentar) :
GetGZMax(30,LastAngle)(Venstre s.) :
>=(Sammenlign) :
0.2(Højre s.) :
5.4. For at kunne kontrollere stabilitetskriterierne for en bestemt lastetilstand er det
nødvendigt at gøre brug af hydrostatiske kurver/data og kryds kurver/PN-data.
Dette kræver ganske omfattende beregninger.
For enkelthedens skyld, er det mere praktisk at kontrollere stabiliteten på skibet
i en lastetilstand ved at sammenligne det faktiske virtuelle vertikale tyngdepunkt (VCG)
med "Grænsekurve for max tilladt vertikalt tyngdepunkt".
"Max VCG grænse kurven" er udarbejdet med hensyn til deplacement og stabilitets
kriterium angivet ovenfor. Der er da udarbejdet en "Max allowed VCG grænse kurve" for hvert
defineret trim, samme som for hydrostatik.
For mellemliggende trim og deplacement vil der blive udført en interpolering.
Se udarbejdet eksempel på at definere en bestemt kondition og brug af
"Max VCG grænse kurve" for at kontrollere denne kondition.
6. Brug af max tilladt VCG grænsekurver/tabeller.
6.1. En vigtig variabel at kontrollere er det virtuelle vertikale tyngdepunkt (VCG),
korrigeret for "fri væskeoverflade effekten" i tanke, for en bestemt lastetilstand.
Denne VCG bør sammenlignes med maks tilladelige VCG taget fra
Maks tilladelige VCG kurve for skibets virkelige deplacement og trim.
6.2. Nødvendige data og tegninger:
-Tank og kapacitetsplan
-Pejle/ullage tabeller for lasterum og tanke
-Hydrostatiske kurver/tabeller for defineret trimmer (eksempel):
1) - 0.500m fore
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2) 0.000m 0-trim (even)
3) + 0.250m aft
4) + 0.500m aft
-Max tilladte VCG-grænsekurver for de herover definerede trim
7. Beregningsmetode.
7.1. For at beregne en kondition kan følgende metode bruges:
7.1.1. Vægten af alle elementer oplistes (t) sammen med det
individuelle tyngdepunkt langskibs, vertikalt og tværskibs (LCG/VCG/TCG) (m).
Derefter udføres multiplikation af
dødvægt *LCG, dødvægt* VCG og dædvægt *TCG, som giver
langskibs vægtmoment, vertikalt vægtmoment og tværskibs vægtmoment (t*m)
LCG er afstanden fra AP til vægt-tyngdepunktet. POSITIV forover fra AP
VCG er afstanden fra BL til vægt-tyngdepunktet. POSITIV opover fra BASIS
TCG er afstanden fra CL til vægt-tyngdepunktet. POSITIV til SB
(se tabel )
7.2. Summen af dødvægt og letskib giver det FAKTISKE eller AKTUELLE deplacement (t)
Summer alle langskibs-,vertikale- og tværskibs- vægtmomenter (L.mom), (V.mom) og (T.mom) i sine
respektive kolonner.
Divider totalt L.mom med skibets deplacement og du har total LCG
Divider totalt V.mom med skibets deplacement og du har total VCG
(Bemærk, dette er VCG.solid uden korrektion for "fri væskeoverflade effekter" på tankene).
(Bemærk, dette er VCG.solid uden korrektion for "fri væskeoverflade effekter" på tankene).
7.3 Som nævnt i indledende instruktioner for føreren, er den "fire væskeoverflade effekt"
er udtrykt:
"Som en reduktion af GM. (GM.red)" (vertikal distance fra metacenteret til tyngdepunktet)
giver:
GM.corr =GM - GM.red
Eller, som en virtuel øgning af VCG (vertikal afstand fra BASIS LINIEN til tyngdepunktet),
giver:
VCG.corr=VCG.solid+GM.red
hvor:
Sum (i(m4)xtætheden for tankvæsken (t/m3)
GM.red = -----------------------------------------------
Deplacement af fartøjet (t)
"i" = tværskibs træghedsmoment af tankvæskens overflade. Eksempel:
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For en rektangulær tank: i = L x B^3/ (12x4)
For en trekantet tank: i = LxB^3 / (12x4)
Hvor:
L =længde på tankvæskens overflade
B-bredden på tankvæskens overflade
7.4. For at finde trim, sammenlignes den totale LCG med langskibs opdriftscenter (LCB),
og trim er fundet ved hjælp af følgende formel:
Deplacement (t) x (LCB - LCG) (m)
Trim = -------------------------------------------------- = trim (cm)
MCT1CM (t*m/cm)
Trim (DA-DF) + positiv; trim agter over
Trim (DA-DF) - negativ; trim forover
hvor:
LCB = Langskibs opdriftscenter fra AP. Se punkt 8.3, HYDROSTATISKE data for 0m trim.
MCT1CM = Moment for at trimme båden 1 cm. Se punkt 8.3, HYDROSTATISKE data for 0m trim
7.5 Find max tilladte VCG fra max tilladt VCG grænsekurve for det aktuelle
deplacement og trim. For mellemliggende trim, ligesom under pkt. 5.4. ovenfor,
findes max tilladt VCG ved lineær interpoleret mellem
defineret trim for kurvene.
7.6. Dersom totalt virtuelt vertikalt tyngdepunkt VCG.corr, efter korrektion for
"fri væskeoverflade effekt", er mindre end max tilladt vertikalt tyngdepunkt,
VCG.grænse, så er stabilitetskravene fra IMO resolution A.749(18) opfyldt.
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8. EKSEMPEL
8.1 Se kond.# 2, Max Load Departure
V.Moment T.Moment IT*SpgSpg.(t/m3) (t) (m4)(m) (m) (t*m) (t*m) (t*m)(m)
DWc VCGPos
LCG TCG L.MomentDescription (t*m)
Weight IT
0.8600 20.3 1.9 0.3 3.2852 3.82 0.131 0.733 7.950 2.55FOF.O.Tank 1
1.0000 2.9 0.1 0.1 0.0600 0.06 0.389 0.440 9.150 0.31FWF.W. Tank 2
1.0000 1.8 0.7 0.0 0.00 0.000 4.400 11.000 0.16PER2 Crew 3
1.0000 9.3 1.9 0.0 0.00 0.000 2.100 10.300 0.90PERPassenger 4
1.0000 3.5 1.0 -0.3 0.00 -1.200 4.200 14.600 0.24EQCrane 5
1.0000 9.0 8.1 0.0 0.00 0.000 2.700 3.000 3.00DLDeck Load 6
----------------------------------------------------------------------------------------------------
46.7 13.7 0.2 3.3452 3.88 0.022 1.915 6.520 7.16SUM DШDVЖGT:
185.1 56.6 -0.6 -0.021 2.176 7.120 25.99LETSKIB
====================================================================================================
231.7 70.3 -0.4 3.3452 -0.012 2.119 6.990 33.15SUM KONDITION
Solid
8.2. "Effekt af frie væskeoverflader"
(FO ) = Spg*SUM(IT) = 0.8600 t/m3 * 3.82 m4 = 3.2852 t*m
(FW ) = Spg*SUM(IT) = 1.0000 t/m3 * 0.06 m4 = 0.0600 t*m
----------------------------------------------------------------------------------------------------
Total moment af frie væskeoverflader = 3.3452 t*m
====================================================================================================
GM.red = Tot. moment af frie væskeoverflader(t*m) / Deplacement(t) = 3.3452 t*m / 33.15 t = 0.101 m
VCG.corr. = VCG.solid(m) + GM.red(m) = 2.119 m + 0.101 m = 2.220 m
8.3. Trim beregning
TRIM = Deplacement * (LCB - LCG) / MCT1CM
LCB, LCF, MCT1CM og DM.base er taget fra hydrostatiske kurver (0m trim) og
interpoleret for FAKTISK deplacement.
HYDROSTATISKE data for 0m trim:
TPCTCB MCT1CM
(m)(m) (t/cm) (t*m/cm)(m)(m3) (m) (m)(m) (t) (m)
DA DF Volume LCFDisplac. LCB VCB KMT
25.85 26.49 7.567 0.671 7.242 3.778 0.619 0.650 0.000 0.950 0.950
28.91 29.63 7.537 0.703 7.319 3.685 0.635 0.667 0.000 1.000 1.000
32.03 32.83 7.520 0.735 7.396 3.546 0.646 0.686 -0.000 1.050 1.050
35.21 36.09 7.511 0.766 7.455 3.389 0.654 0.703 0.000 1.100 1.100
F= Interpolations faktor for deplacement 33.15 t
= (33.15 t - 32.83 t) / (36.09 t - 32.83 t) = 0.098160
LCB = 7.520 m + (7.511 m - 7.520 m)*F = 7.519 m
MCT1CM = 0.686 t*m/cm + (0.703 t*m/cm - 0.686 t*m/cm)*F = 0.688 t*m/cm
LCF = 7.396 m + (7.455 m - 7.396 m)*F = 7.402 m
DM.base = 1.050 m + (1.100 m - 1.050 m)*F = 1.055 m
TRIM = 33.15 t * (7.519 m - 6.990 m)/0.688 t*m/cm = 25.5 cm = 0.255 m (aft)
KMT: Taget fra hydrostatiske kurver og interpoleret med hensyn til faktisk trim og deplacement.
*Metode og formler for beregningen er vist til sidst i dette dokument.
Hydrostatiske data for Trim #3 = #0.250 m (NEDERSTE trim)
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TPCTCB MCT1CM
(m)(m) (t/cm) (t*m/cm)(m)(m3) (m) (m)(m) (t) (m)
DA DF Volume LCFDisplac. LCB VCB KMT
29.84 30.58 6.994 0.716 7.205 3.526 0.624 0.644 0.000 1.125 0.875
32.91 33.73 7.017 0.747 7.280 3.405 0.635 0.662 0.000 1.175 0.925
Hydrostatiske data for Trim #4 = #0.500 m (ØVERSTE trim)
TPCTCB MCT1CM
(m)(m) (t/cm) (t*m/cm)(m)(m3) (m) (m)(m) (t) (m)
DA DF Volume LCFDisplac. LCB VCB KMT
30.86 31.63 6.501 0.738 7.086 3.385 0.613 0.620 0.000 1.250 0.750
33.88 34.72 6.556 0.766 7.165 3.279 0.625 0.638 0.000 1.300 0.800
D = 33.15 t
T = 0.255 m
T1 = 0.250 m
T2 = 0.500 m
D11 = 30.58 t
D12 = 33.73 t
D21 = 31.63 t
D22 = 34.72 t
V11 = KMT11 = 3.526 m
V12 = KMT12 = 3.405 m
V21 = KMT21 = 3.385 m
V22 = KMT22 = 3.279 m
KMT1 = V1 = 3.526 + (3.405 - 3.526) * (33.15 - 30.58) / (33.73 - 30.58) = 3.427 m
KMT2 = V2 = 3.385 + (3.279 - 3.385) * (33.15 - 31.63) / (34.72 - 31.63) = 3.333 m
KMT = V = 3.427 + (3.333 - (3.427)) * (0.255 - (0.250)) / (0.500 - (0.250)) = 3.425 m
GM.corr = KMT – VCG.corr = 3.425 m – 2.220 m = 1.205 m
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8.4 Beregning af dybgang og krængning
Som vi ved, vil fartøjet trimme om vandliniens opdriftscenter, LCF.
Finder middeldybgående ved LCF fra hydrostatiske data for 0.00m trim.
Deplacement =33.15 t
Trim (på LPP = 16.500 m ) = 0.255 m
TC = Trimændring pr. meter = 0.255m / 16.500m = 0.0155 m/m (aft)
Dybgang til Basislinien ved AP:
DA.base = D.mean (ved LCF&0.00m trim) + TC * (LCF)
= 1.055 m + (0.0155 m/m) * 7.402 m = 1.170 m
Agterste dybgangsmærke = 1.170 m (Se "Dybgangsmærke Skala" næste side)
Dybgang til Basislinien ved FP
DF.base = D.mean (ved LCF & 0.00m trim) - TC * (LPP-LCF)
= 1.055 m - (0.0155 m/m) * (16.500 m - 7.402 m) = 0.914 m
Forreste dybgangsmærke = 0.914 m (Se "Dybgangsmærke Skala" næste side)
Dybgang ved LPP/2 til Basislinien:
DM.base = D(LPP/2) = (DA.base + DF.base)/2
= (1.170 m + 0.914 m) / 2 = 1.042 m
Beregning af fribord:
FD.fribord = vertikal afstand fra basislinien til fribordsdæk ved LPP/2
FD.fribord = 2.350 m
Fribord = FD.fribord - DM.base
Fribord = (2.350 m - 1.042 m) = 1.308 m
Beregning af krængning:
Krængning = TCG / GM.corr (til 1 radian = 57.3°) * 57.3
= (-0.012 m / 1.205 m) * 57.3° = -0.57° PS
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Dybgangsmærke skala:
Y- højde over basislinien (m), X- afstand fra AP (m)
0.0
5.0
0.1
5.1
0.2
5.2
2- 0 2 4 6 8 01 21 41 61 81
DAML
DFML
AP FP
Freeboard
Freeboard Deck
DM.base
\DA=1.170
\DF=0.914
Base Line
Dybgan fra basislinien: Dybgang ved dybgangsmærke: Horisontal distance:
DA.base ved AP = 1.170m DA.mark = 1.170m (v/ agterste dybg. mærke) DA.base-DA.mark = 0.000m
DF.base ved FP = 0.914m DF.mark = 0.914m (v/ forreste dybg. mærke) DF.base-DF.mark = 0.000m
DA.base ved LPP/2= 1.042m DM.mark = 1.042m (v/ midterste dybg. mærke) DM.base-DM.mark = 0.000m
Fribord = 1.308m
Moulded maks. dybg. = 1.040m
REST dybgang = Moulded maks dybg. - DM.base = 1.040m -1.042m = -0.002m
DAML = Dypg. akt. Mærke linie, DNFML = Dybg. For. Mærke linie
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9. Stabilitet kontrol.
9.1. Kontrol af max tilladt VCG.
Maks. tilladelige VCG kurve
-----------------------------------------------
Trim (m) | -0.500 | 0.000 | 0.250 | 0.500
-----------------------------------------------
Displ. (t)| VCG(m) | VCG(m) | VCG(m) | VCG(m)
-----------------------------------------------
32.83 2.310 2.321 2.278 2.292
33.04 2.310 2.320 2.278 2.293
33.25 2.309 2.320 2.278 2.293
Videre kontrol med max tilladt VCG grænse kurve/data:
Find max tilladt VCG for -1.000 m trim og 0.000 m trim
VCG. Grænse: Taget fra max tilladt VCG kurver og interpoleret for faktisk depl. og trim
*Metode og formler for beregningen er vist til sidst i dette dokument.
D = 33.15 t
T = 0.255 m
T1 = 0.250 m
T2 = 0.500 m
D11 = 33.04 t
D12 = 33.25 t
D21 = 33.04 t
D22 = 33.25 t
V11 = VCG.limit11 = 2.278 m
V12 = VCG.limit12 = 2.278 m
V21 = VCG.limit21 = 2.293 m
V22 = VCG.limit22 = 2.293 m
VCG.limit1 = V1 = 2.278 + (2.278 - 2.278) * (33.15 - 33.04) / (33.25 - 33.04) = 2.278 m
VCG.limit2 = V2 = 2.293 + (2.293 - 2.293) * (33.15 - 33.04) / (33.25 - 33.04) = 2.293 m
VCG.limit = V = 2.278 + (2.293 - (2.278)) * (0.255 - (0.250)) / (0.500 - (0.250)) = 2.278 m
9.2 Konklusion
VCG.corr = 2.220 m som er UNDER grænseværdi for VCG på 2.278 m
Denne kondition opfylder alle stabillitetskriterier
10. Brug af tanke eller vægte for at kompensere for krængning af fartøjet:
Krængning=ATAN(Sum krængende moment / (GM *deplacement))
Eksempel:
TW= Vægt eller vægt af indholdet i tanken = 0.10 t
TCG = Tyngdepunktet fra CL for faktisk TW = 5.000 m
Sum af krængende moment = TW * TCG = 0.10 t * 5.000 m = 0.50 t*m
GM = 1.205 m
Deplacement inkluderet ny TW = 33.15 t + 0.10 t = 33.25 t
Krængning = ATAN(0.50 t*m / (1.205 m * 33.25 t)) = 0.72°SB
Ny krængning for kondition 2 = Krængning før vægt + Krængning = -0.57°PS + 0.72°SB= 0.15°SB
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 13Page No:
GORM - OUXM2
INTAKT STABILITET-VEJLEDNING TIL SKIBETS FØRER
Dato 22 MAR 2012
11. Beregning for GZ-kurve. (Lineær interpolering anvendes)
For eksempel kondition: AKTUELT DEPL. = 33.15 t, AKTUELT TRIM = 0.255 m
KY-værdier hentes fra KY-tabel under NEDERSTE Trim = 0.250 m
Saved: 22 MAR 2012 ,used SS: 1-13
used APP1:
used APP2:
Sp.Grav.= 1.0250t/m3
Shell=12 (1.012)
EKSTREM Volumen(m3) = MOULDED Volumen(m3)*1.012
Deplacement(t) = EKSTREM Volumen(m3) * 1.0250/m3
-- BB side ------------------------------------------------------------------------------
Dr.# | DA(m) | DF(m) | Displ(t) | -60° | -50° | -40° | -30° | -20° | -10° | 0° |
-------------------------------------------------------------------------------------------
5 1.125 0.875 30.58 -2.200 -1.961 -1.672 -1.359 -1.002 -0.566 0.000
6 1.175 0.925 33.73 -2.191 -1.950 -1.663 -1.351 -0.992 -0.557 0.000
-------------------------------------------------------------------------------------------
-- SB side ------------------------------------------------------------------------------
Dr.# | DA(m) | DF(m) | Displ(t) | 0° | 10° | 20° | 30° | 40° | 50° | 60° |
-------------------------------------------------------------------------------------------
5 1.125 0.875 30.58 0.000 0.566 1.002 1.359 1.672 1.961 2.200
6 1.175 0.925 33.73 0.000 0.557 0.992 1.351 1.663 1.950 2.191
-------------------------------------------------------------------------------------------
NEDERSTE Depl.1 = 30.58 t
ØVERSTE Depl.1 = 33.73 t
X = (AKTUELT DEPL. - NEDERSTE Depl.1) / (ØVERSTE Depl.1 - NEDERSTE Depl.1)
= (33.15 t - 30.58 t) / (33.73 t - 30.58 t) = 0.815873
BB side SB side _
L-60 = KY(-60°) = -2.200+(-2.191-(-2.200))*X = -2.193 L0 = KY(0°) = 0.000+(0.000-(0.000))*X = 0.000
L-50 = KY(-50°) = -1.961+(-1.950-(-1.961))*X = -1.952 L10 = KY(10°) = 0.566+(0.557-(0.566))*X = 0.559
L-40 = KY(-40°) = -1.672+(-1.663-(-1.672))*X = -1.665 L20 = KY(20°) = 1.002+(0.992-(1.002))*X = 0.994
L-30 = KY(-30°) = -1.359+(-1.351-(-1.359))*X = -1.352 L30 = KY(30°) = 1.359+(1.351-(1.359))*X = 1.352
L-20 = KY(-20°) = -1.002+(-0.992-(-1.002))*X = -0.994 L40 = KY(40°) = 1.672+(1.663-(1.672))*X = 1.665
L-10 = KY(-10°) = -0.566+(-0.557-(-0.566))*X = -0.559 L50 = KY(50°) = 1.961+(1.950-(1.961))*X = 1.952
L0 = KY(0°) = 0.000+(0.000-(0.000))*X = 0.000 L60 = KY(60°) = 2.200+(2.191-(2.200))*X = 2.193
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 14Page No:
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INTAKT STABILITET-VEJLEDNING TIL SKIBETS FØRER
Dato 22 MAR 2012
KY-værdier hentes fra KY-tabel under ØVERSTE Trim = 0.500 m
-- BB side ------------------------------------------------------------------------------
Dr.# | DA(m) | DF(m) | Displ(t) | -60° | -50° | -40° | -30° | -20° | -10° | 0° |
-------------------------------------------------------------------------------------------
5 1.250 0.750 31.63 -2.175 -1.954 -1.673 -1.362 -1.000 -0.557 0.000
6 1.300 0.800 34.72 -2.165 -1.943 -1.663 -1.353 -0.990 -0.547 0.000
-------------------------------------------------------------------------------------------
-- SB side ------------------------------------------------------------------------------
Dr.# | DA(m) | DF(m) | Displ(t) | 0° | 10° | 20° | 30° | 40° | 50° | 60° |
-------------------------------------------------------------------------------------------
5 1.250 0.750 31.63 0.000 0.557 1.000 1.362 1.673 1.954 2.175
6 1.300 0.800 34.72 0.000 0.547 0.990 1.353 1.663 1.943 2.165
-------------------------------------------------------------------------------------------
NEDERSTE Depl.2 = 31.63 t
ØVERSTE Depl.2 = 34.72 t
X = (AKTUELT DEPL. - NEDERSTE Depl.2) / (ØVERSTE Depl.2 - NEDERSTE Depl.2)
= (33.15 t - 31.63 t) / (34.72 t - 31.63 t) = 0.491909
BB side SB side _
U-60 = KY(-60°) = -2.175+(-2.165-(-2.175))*X = -2.170 U0 = KY(0°) = 0.000+(0.000-(0.000))*X = 0.000
U-50 = KY(-50°) = -1.954+(-1.943-(-1.954))*X = -1.949 U10 = KY(10°) = 0.557+(0.547-(0.557))*X = 0.552
U-40 = KY(-40°) = -1.673+(-1.663-(-1.673))*X = -1.668 U20 = KY(20°) = 1.000+(0.990-(1.000))*X = 0.995
U-30 = KY(-30°) = -1.362+(-1.353-(-1.362))*X = -1.358 U30 = KY(30°) = 1.362+(1.353-(1.362))*X = 1.358
U-20 = KY(-20°) = -1.000+(-0.990-(-1.000))*X = -0.995 U40 = KY(40°) = 1.673+(1.663-(1.673))*X = 1.668
U-10 = KY(-10°) = -0.557+(-0.547-(-0.557))*X = -0.552 U50 = KY(50°) = 1.954+(1.943-(1.954))*X = 1.949
U0 = KY(0°) = 0.000+(0.000-(0.000))*X = 0.000 U60 = KY(60°) = 2.175+(2.165-(2.175))*X = 2.170
RESULTAT: KY-værdier. Der benyttes lineær interpolering for AKTUELT TRIM i beregningerne:
X = (AKTUELT TRIM - NEDERSTE Trim) / (ØVERSTE Trim - NEDERSTE Trim)
= (0.255 m - (0.250 m)) / (0.500 m - (0.250 m)) = 0.020000
BB side SB side _
KY(-60°)= L-60 + (U-60 - L-60)*X = -2.193 KY(0°) = L0 + (U0 - L0 )*X = 0.000
KY(-50°)= L-50 + (U-50 - L-50)*X = -1.952 KY(10°) = L10 + (U10 - L10 )*X = 0.559
KY(-40°)= L-40 + (U-40 - L-40)*X = -1.665 KY(20°) = L20 + (U20 - L20 )*X = 0.994
KY(-30°)= L-30 + (U-30 - L-30)*X = -1.352 KY(30°) = L30 + (U30 - L30 )*X = 1.352
KY(-20°)= L-20 + (U-20 - L-20)*X = -0.994 KY(40°) = L40 + (U40 - L40 )*X = 1.665
KY(-10°)= L-10 + (U-10 - L-10)*X = -0.559 KY(50°) = L50 + (U50 - L50 )*X = 1.952
KY(0°) = L0 + (U0 - L0 )*X = 0.000 KY(60°) = L60 + (U60 - L60 )*X = 2.193
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 15Page No:
GORM - OUXM2
INTAKT STABILITET-VEJLEDNING TIL SKIBETS FØRER
Dato 22 MAR 2012
12.GZ- kurve
--------------------------------------------------
VCG.corr | [K] | 2.220 m |
TCG | [T] | -0.012 m |
GM.corr | [G] | 1.205 m |
-- BB side ---------------------------------------------------------------------------
A=Tip ° | | -60 | -50 | -40 | -30 | -20 | -10 | 0 |
SIN(A) | [1] | -0.866| -0.766| -0.643| -0.500| -0.342| -0.174| 0.000|
COS(A) | [2] | 0.500| 0.643| 0.766| 0.866| 0.940| 0.985| 1.000|
KY | [3] | -2.193| -1.952| -1.665| -1.352| -0.994| -0.559| 0.000|
VCG.corr*SIN(A) | [K]*[1]=[4] | -1.923| -1.701| -1.427| -1.110| -0.759| -0.386| 0.000|
TCG*COS(A) | [T]*[2]=[5] | -0.006| -0.008| -0.009| -0.010| -0.011| -0.012| -0.012|
GZ | [3]-[4]-[5] | -0.264| -0.243| -0.229| -0.232| -0.224| -0.161| 0.012|
----------------------------------------------------------------------------------------
-- SB side ---------------------------------------------------------------------------
A=Tip ° | | 0 | 10 | 20 | 30 | 40 | 50 | 60 |
SIN(A) | [1] | 0.000| 0.174| 0.342| 0.500| 0.643| 0.766| 0.866|
COS(A) | [2] | 1.000| 0.985| 0.940| 0.866| 0.766| 0.643| 0.500|
KY | [3] | 0.000| 0.559| 0.994| 1.352| 1.665| 1.952| 2.193|
VCG.corr*SIN(A) | [K]*[1]=[4] | 0.000| 0.386| 0.759| 1.110| 1.427| 1.701| 1.923|
TCG*COS(A) | [T]*[2]=[5] | -0.012| -0.012| -0.011| -0.010| -0.009| -0.008| -0.006|
GZ | [3]-[4]-[5] | 0.012| 0.185| 0.246| 0.252| 0.247| 0.259| 0.276|
----------------------------------------------------------------------------------------
GZ-kurve
3.0-
2.0-
1.0-
0.0
1.0
2.0
3.0
06- 04- 02- 0 02 04 06
GZ
-0.264 -0.243
-0.229 -0.232 -0.224
-0.161
0.012
0.185
0.246 0.252 0.247 0.259
0.276 0.6°PS
Følgende formler (trapez metoden) anvendes til beregning af areal under GZ-kurven
A = Areal under GZ-kurven mellem 2 nærliggende beregnede punkter x1 og x2 i meter*radianer
A = A(x1-x2)[m*rad] = (x2[°] - x1[°])/57.3[°/rad]*(GZ(x1)[m] + GZ(x2)[m])/2
A1 = A(0 - 10) = (10 - 0)/57.3*(GZ(0) + GZ(10))/2 = 0.0873*(0.012 + 0.185) = 0.017 (m*rad)
A2 = A(10 - 20) = (20 - 10)/57.3*(GZ(10) + GZ(20))/2 = 0.0873*(0.185 + 0.246) = 0.038 (m*rad)
A3 = A(0 - 20) = 0.017 + 0.038 = 0.055 (m*rad)
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 16Page No:
GORM - OUXM2
INTAKT STABILITET-VEJLEDNING TIL SKIBETS FØRER
Dato 22 MAR 2012
Areal under GZ-kurven (meter*radianer)
-- BB side ------------------------------------------------
Tip | -10° | -20° | -30° | -40° | -50° | -60° |
-------------------------------------------------------------
0° | 0.013 | 0.047 | 0.087 | 0.127 | 0.168 | 0.212 |
-10° | | 0.034 | 0.074 | 0.114 | 0.155 | 0.199 |
-20° | | | 0.040 | 0.080 | 0.121 | 0.165 |
-30° | | | | 0.040 | 0.081 | 0.125 |
-40° | | | | | 0.041 | 0.085 |
-50° | | | | | | 0.044 |
-------------------------------------------------------------
-- SB side ------------------------------------------------
Tip | 10° | 20° | 30° | 40° | 50° | 60° |
-------------------------------------------------------------
0° | 0.017 | 0.055 | 0.098 | 0.142 | 0.186 | 0.233 |
10° | | 0.038 | 0.081 | 0.125 | 0.169 | 0.216 |
20° | | | 0.043 | 0.087 | 0.131 | 0.178 |
30° | | | | 0.044 | 0.088 | 0.135 |
40° | | | | | 0.044 | 0.091 |
50° | | | | | | 0.047 |
-------------------------------------------------------------
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 17Page No:
GORM - OUXM2
INTAKT STABILITET-VEJLEDNING TIL SKIBETS FØRER
Dato 22 MAR 2012
13. Kontrollerer betingelser for maks. VCG kran givet i punkt 5.3
STABILLITETS KRAV: (RESULTAT: Kontrollerer værdier beregbet i H600w, ikke eksempel-værdier)
----------------------------------------------------------------------------------------------------
GZ >= 0.2m at angle >=30°(kommentar) :
GetGZMax(30,LastAngle)(Venstre s.) :
>=(Sammenlign) :
0.2(Højre s.) :
RESULTAT (BB) [Venstre >= Højre del)? : 0.2594 >= 0.2000 OK
RESULTAT (SB) [Venstre >= Højre del)? : 0.2708 >= 0.2000 OK
Min.GM >= 0.15m(kommentar) :
GMT(Venstre s.) :
>=(Sammenlign) :
0.15(Højre s.) :
RESULTAT (BB) [Venstre >= Højre del)? : 1.2278 >= 0.1500 OK
RESULTAT (SB) [Venstre >= Højre del)? : 1.2278 >= 0.1500 OK
Area ( 0-30) >= 0.055mr(kommentar) :
GetGZArea(HeelAngle,30)(Venstre s.) :
>=(Sammenlign) :
0.055(Højre s.) :
RESULTAT (BB) [Venstre >= Højre del)? : 0.0898 >= 0.0550 OK
RESULTAT (SB) [Venstre >= Højre del)? : 0.1012 >= 0.0550 OK
Area ( 0-40) >= 0.090mr(kommentar) :
GetGZArea(HeelAngle,Min(40,FloodAngle3))(Venstre s.) :
>=(Sammenlign) :
0.09(Højre s.) :
RESULTAT (BB) [Venstre >= Højre del)? : 0.1300 >= 0.0900 OK
RESULTAT (SB) [Venstre >= Højre del)? : 0.1446 >= 0.0900 OK
Area (30-40) >= 0.030mr(kommentar) :
GetGZArea(30,Min(40,FloodAngle3))(Venstre s.) :
>=(Sammenlign) :
0.03(Højre s.) :
RESULTAT (BB) [Venstre >= Højre del)? : 0.0402 >= 0.0300 OK
RESULTAT (SB) [Venstre >= Højre del)? : 0.0434 >= 0.0300 OK
Turning point >= 25°(kommentar) :
GZMaxAngle(Venstre s.) :
>=(Sammenlign) :
25(Højre s.) :
RESULTAT (BB) [Venstre >= Højre del)? : 60.0000 >= 25.0000 OK
RESULTAT (SB) [Venstre >= Højre del)? : 60.0000 >= 25.0000 OK
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 18Page No:
GORM - OUXM2
INTAKT STABILITET-VEJLEDNING TIL SKIBETS FØRER
Dato 22 MAR 2012
* Metode og formler for beregningerne
d - aktuelt deplacement
T - aktuelt Trim
T1 - NEDERSTE Trim
T2 - ØVERSTE Trim
Værdier fra Hydrostatiske tabeller
D11 - NEDERSTE Deplacement for NEDERSTE Trim
D12 - ØVERSTE Deplacement for NEDERSTE Trim
D21 - NEDERSTE Deplacement for ØVERSTE Trim
D22 - ØVERSTE Deplacement for ØVERSTE Trim
V11 - Givet mængde for NEDERSTE Deplacement og NEDERSTE Trim
V12 - Givet mængde for ØVERSTE Deplacement og NEDERSTE Trim
V21 - Givet mængde for NEDERSTE Deplacement og ØVERSTE Trim
V22 - Givet mængde for ØVERSTE Deplacement og ØVERSTE Trim
Beregnede værdier:
V1 - Interpoleret givet mængde for FAKTISK Deplacement og NEDERSTE Trim
V2 - Interpoleret givet mængde for FAKTISK Deplacement og ØVERSTE Trim
V - Interpoleret givet mængde for FAKTISK Deplacement og FAKTISK Trim
Formler til brug for interpolering:
V1 = V11 + (V12 - V11)*(D - D11)/(D12 - D11)
V2 = V21 + (V22 - V21)*(D - D21)/(D22 - D21)
V = V1 + (V2 - V1)*(T - T1)/(T2 - T1)
**De mindre differencer mellem beregningseksemplerne i dette værk og HYPET´s beregninger
skyldes kun interpoleringsmetoden. HYPET 600w bruger parabols interpolering, imens vi
bruger lineær interpolering.
Alle hydrostatiske data, brugt i dette eksempel er hentet fra eksisterende KY-beregninger.
Normalt bruger KY-ber. større afstande mellem vandlinierne end hydrostatiske tabeller.
Siden eksemplet bruger lineær interpolering vil resultatet blive mere "korrekt" hvis man
benytter tabeller med mindre afstand mellem vandlinierne.
Hav dette i tankerne der udføres manuel beregning.
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 19Page No:
GORM - OUXM2
INTAKT STABILITET-VEJLEDNING TIL SKIBETS FØRER
Dato 22 MAR 2012
Omregning- stuvningsfaktor (fod3/Ton) to Specifik vægt (ton/m3)Eksempel: 0.7978 MT/m3 = 1.016 MT/ton / (45 fod3/ton * 0.028317 m3/fod3)
45 fod3/ton = 1,016 MT/ton / (0,7978 MT/m3 * 0.028317 m3/fod3)
40 fod3/ton = 0.8970 MT/m3 = 1.1148 m3/MT 56 fod3/ton = 0.6407 MT/m3 = 1.5608 m3/MT
41 fod3/ton = 0.8751 MT/m3 = 1.1427 m3/MT 57 fod3/ton = 0.6295 MT/m3 = 1.5886 m3/MT
42 fod3/ton = 0.8543 MT/m3 = 1.1706 m3/MT 58 fod3/ton = 0.6186 MT/m3 = 1.6165 m3/MT
43 fod3/ton = 0.8344 MT/m3 = 1.1984 m3/MT 59 fod3/ton = 0.6081 MT/m3 = 1.6444 m3/MT
44 fod3/ton = 0.8154 MT/m3 = 1.2263 m3/MT 60 fod3/ton = 0.5980 MT/m3 = 1.6723 m3/MT
45 fod3/ton = 0.7973 MT/m3 = 1.2542 m3/MT 61 fod3/ton = 0.5882 MT/m3 = 1.7001 m3/MT
46 fod3/ton = 0.7800 MT/m3 = 1.2821 m3/MT 62 fod3/ton = 0.5787 MT/m3 = 1.7280 m3/MT
47 fod3/ton = 0.7634 MT/m3 = 1.3099 m3/MT 63 fod3/ton = 0.5695 MT/m3 = 1.7559 m3/MT
48 fod3/ton = 0.7475 MT/m3 = 1.3378 m3/MT 64 fod3/ton = 0.5606 MT/m3 = 1.7837 m3/MT
49 fod3/ton = 0.7322 MT/m3 = 1.3657 m3/MT 65 fod3/ton = 0.5520 MT/m3 = 1.8116 m3/MT
50 fod3/ton = 0.7176 MT/m3 = 1.3935 m3/MT 66 fod3/ton = 0.5436 MT/m3 = 1.8395 m3/MT
51 fod3/ton = 0.7035 MT/m3 = 1.4214 m3/MT 67 fod3/ton = 0.5355 MT/m3 = 1.8674 m3/MT
52 fod3/ton = 0.6900 MT/m3 = 1.4493 m3/MT 68 fod3/ton = 0.5276 MT/m3 = 1.8952 m3/MT
53 fod3/ton = 0.6770 MT/m3 = 1.4772 m3/MT 69 fod3/ton = 0.5200 MT/m3 = 1.9231 m3/MT
54 fod3/ton = 0.6644 MT/m3 = 1.5050 m3/MT 70 fod3/ton = 0.5126 MT/m3 = 1.9510 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
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 20Page No:
GORM - OUXM2
Manuelle beregninger af stabillitet og trim.
Dato 22 MAR 2012
Last kondition: 2, Max Load Departure
V.Moment T.Moment IT*SpgSpg.(t/m3) (t) (m4)(m) (m) (t*m) (t*m) (t*m)(m)
DWc VCGPos
LCG TCG L.MomentDescription (t*m)
Weight IT
0.8600FOF.O.Tank 1
1.0000FWF.W. Tank 2
1.0000PER2 Crew 3
1.0000PERPassenger 4
1.0000EQCrane 5
1.0000DLDeck Load 6
SUM DШDVЖGT:
185.1 56.6 -0.6 -0.021 2.176 7.120 25.99LETSKIB
====================================================================================================
SUM KONDITION
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 21Page No:
GORM - OUXM2
Manuelle beregninger af stabillitet og trim.
Dato 22 MAR 2012
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 22Page No:
GORM - OUXM2
C o n t e n t s Date: 22 MAR 2012
Description Page
...................................................................................................................................................................................................................................... 24The HYPET definitions.
...................................................................................................................................................................................................................................... 25Ship's main data
...................................................................................................................................................................................................................................... 27The list of Ship's hull sections
...................................................................................................................................................................................................................................... 28The details of Ship's hull sections
...................................................................................................................................................................................................................................... 41The List of tanks
...................................................................................................................................................................................................................................... 42The drawings of tanks
...................................................................................................................................................................................................................................... 43The list of flood points
...................................................................................................................................................................................................................................... 44The tank tables: tables only.
...................................................................................................................................................................................................................................... 46Hydrostatic: Table & Graphics
...................................................................................................................................................................................................................................... 50Deadweight scale
...................................................................................................................................................................................................................................... 51KY: Table
...................................................................................................................................................................................................................................... 55KY: Graphics
...................................................................................................................................................................................................................................... 59The max.VCG limit curves: Graphics 2
...................................................................................................................................................................................................................................... 60The max.VCG limit curves: Interpolated table
...................................................................................................................................................................................................................................... 64The Lateral plane, Freeboard, Draft mark
23Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
The HYPET definitions. Date: 22 MAR 2012
ShortCut Unit Description-------------------------------------------------------------------------------------------------------------BASE (BL) BASE Line. Horizontal line, vertical placed above Keel at LPP/2CL The Ships Centre LineAP Aft Perpendicular. Defined as a vertical line through the Rudder axisFP Fore Perpendicular. The construction waterline cuts the bow at FP Also defined as LPP metres in front of AP
LPP m Length between Perpendiculares. (From AP to FP)LOA m Total SHIP Length. The largest length for the Ship.DA m Draught at AP. Measured above BASEDF m Draught at FP. Measured above BASE
LCG m Longitudinal Centre of Gravity measured from APVCG (KG) m Uncorrected Vertical Centre of Gravity, measured above BASE.VCG_Cor. m VCG + Cor.for It [Sum:(Sp.gr.*It)] / [Sum:(Sp.Gr.*VolumeDispl)]VCG_Max m Maximum allowed VCG. Taken from the VCG limit curvesTCG m Transverse Centre of Gravity from CLLCB/ VCB/ TCB m Longitudinal/ Vertical/ Transverse Centre of Buoyancy from AP/ BASE/ CLVL_Area m2 The Waterline areaLCF/ TCF m Longitudinal/ Transverse Centre of Flotation from AP/ CL. (CoG for VL_Area)IT/ IL m4 Transverse/ Longitudinal moment of inertia for Waterline.IP m3 Polar moment of inertia for Waterline.BMT/ BML m Transverse/ Longitudinal Metacentre radius: (IT/Displ) / (IL/Displ)KMT/ KML m Transverse/ Longitudinal Metacentre height: (BMT+VCB) / (BML+VCB)GMT/ GML m GMT=(KMT-VCG)/ GML=(KML-VCG)GZ m Righting arm. Transverse distance between BUOYANCY and WEIGHT load line.MR MetresRadians. To measure the area under the GZ curveTPC T/cm Ton Per Cm immersionMCT1CM T Necessary moment to TRIM the ship 1 Cm [m4*T/m3/m] = [T]Heeling (V) ° Heelage in Degrees against SB(+) and PS(-)Turning When heeling, the waterline will not be symmetrical. Waterline Trim/ Turn at LCF/ TCFDisplacement T or m3 Weight-Displacement in Tonnes or Volume-Displacement in m3FSM T*m Free surface moment
Trim = (DA-DF) | Units | AxisTrim Aft(positive) | Length: Metres (m) | AP Longitudinal referance -Aft +ForeTrim Fore(negative) | Weight: Tonnes (T) | BASE Vertical referance -Under +Above | | CL Transverse referance -PS(Port Side) +SB(Starboard)
AbbreviationsCoG Centre of Gravity in metres from AP, BASE and CLCoB Centre of Buoyancy in metres from AP, BASE and CLSp.gr. Specific gravity in T/m3
GZ = GM * SIN(V) + MSGZ = PN - PG * SIN(V)PN = KY when KP = 0
24Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Maindata
Date: 22 MAR 2012
C:\Rakesh-Hypet-files\GORM\Path to ship:
Prefix: 1
Y
Z
AP
FP ->X
\10
Buildfirm:
Project:
Signature:
Date:
Lpp (m):
Loa (m):
Moulded Breadth(m):
Moulded Depth(m):
Sections:
Boxes:
Volume sections:
Spec.gravity (t/m3):
16.500
Kvalvik Mek. Verksted, Nordvernes
ShellAddition(x/1000):
18.600
Appendages:
Stability - H 1729
Constr.Trim (m):
4.920
1.0250
VSS/RK
Keelpl. at AP (m):
2.350
1.040Moulded max.Draft(m):
Min. Slamming (m): 0.000
12
22 Feb. 2012
Keelpl. at FP (m):
0.000
0.000
0.000
SectionSpacing: 1
GZ angles (deg): 10,20,30,40,50,60
1-13
25Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Maindata
Date: 22 MAR 2012
C:\Rakesh-Hypet-files\GORM\Path to ship:
Prefix: 1
Y
Z
Y
Z
AP FP ->X \10
Y
Z AP FP ->X \10
26Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
The list of Ship's hull sections Date: 22 MAR 2012
Sections:
0.0
8.0
6.1
4.2
2.3
0.4
5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2
\b
\a
\b
\a
\b
\a
\b
\a
\b
\a
\b
\a
\b
\a
\b
\a
\b
\a
\b
\a \a \a \a
No From AP (input) From AP (m) Points (input) Points No From AP (input) From AP (m) Points (input) Points
1 0.000 0.000 4 4 8 11.500 11.500 8 8
2 1.650 1.650 4 4 9 13.200 13.200 7 7
3 3.400 3.400 3.12 6 10 14.850 14.850 6 6
4 4.950 4.950 7 7 11 16.500 16.500 6 6
5 6.600 6.600 7 7 12 17.500 17.500 3 3
6 8.250 8.250 8 8 13 18.700 18.700 3 3
7 9.900 9.900 8 8
27Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012
Section # 1 (0.000). Distance from AP (m): 0.000 Points: 4(4)
0.0
8.0
6.1
4.2
2.3
0.4
8.4
4.2- 6.1- 8.0- 0.0 8.0 6.1 4.2
1
2-b
3-a 4
P Breadth (m) Height (m)
1 0.000 0.250
2 1.805 0.893
3 2.014 2.350
4 0.000 2.414
28Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012
Section # 2 (1.650). Distance from AP (m): 1.650 Points: 4(4)
0.0
8.0
6.1
4.2
2.3
0.4
8.4
4.2- 6.1- 8.0- 0.0 8.0 6.1 4.2
1
2-b
3-a 4
P Breadth (m) Height (m)
1 0.000 0.221
2 1.958 0.913
3 2.134 2.350
4 0.000 2.416
29Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012
Section # 3 (3.400). Distance from AP (m): 3.400 Points: 6(3.12)
0.0
5.0
0.1
5.1
0.2
5.2
0.3
5.3
0.4
5.4
0.5
5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2
1
2-b
3 4
5-a 6
P Breadth (m) Height (m)
1 0.000 0.189
2 2.100 0.928
3 2.243 2.349
4 0.000 2.421
5 2.343 3.350
6 0.000 3.426
30Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012
Section # 4 (4.950). Distance from AP (m): 4.950 Points: 7(7)
0.0
5.0
0.1
5.1
0.2
5.2
0.3
5.3
0.4
5.4
0.5
5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2
1
2
3
4
5-b
6-a 7
P Breadth (m) Height (m)
1 0.000 0.161
2 0.500 0.333
3 0.998 0.510
4 1.499 0.688
5 2.205 0.945
6 2.402 3.348
7 0.000 3.428
31Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012
Section # 5 (6.600). Distance from AP (m): 6.600 Points: 7(7)
0.0
5.0
0.1
5.1
0.2
5.2
0.3
5.3
0.4
5.4
0.5
5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2
1
2
3
4
5-b
6-a 7
P Breadth (m) Height (m)
1 0.000 0.129
2 0.502 0.307
3 1.001 0.484
4 1.498 0.667
5 2.295 0.964
6 2.442 3.347
7 0.000 3.430
32Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012
Section # 6 (8.250). Distance from AP (m): 8.250 Points: 8(8)
0.0
5.0
0.1
5.1
0.2
5.2
0.3
5.3
0.4
5.4
0.5
5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2
1
2
3
4
5
6-b
7-a 8
P Breadth (m) Height (m)
1 0.000 0.096
2 0.500 0.273
3 0.998 0.463
4 1.500 0.659
5 1.999 0.857
6 2.333 0.991
7 2.458 3.351
8 0.000 3.429
33Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012
Section # 7 (9.900). Distance from AP (m): 9.900 Points: 8(8)
0.0
5.0
0.1
5.1
0.2
5.2
0.3
5.3
0.4
5.4
0.5
5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2
1
2
3
4
5
6-b
7-a 8
P Breadth (m) Height (m)
1 0.000 0.064
2 0.498 0.246
3 0.997 0.448
4 1.500 0.669
5 1.999 0.901
6 2.308 1.050
7 2.459 3.351
8 0.000 3.429
34Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012
Section # 8 (11.500). Distance from AP (m): 11.500 Points: 8(8)
0.0
5.0
0.1
5.1
0.2
5.2
0.3
5.3
0.4
5.4
0.5
5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2
1
2
3
4
5
6-b
7-a 8
P Breadth (m) Height (m)
1 0.000 0.036
2 0.499 0.232
3 0.998 0.468
4 1.498 0.734
5 1.998 1.021
6 2.205 1.150
7 2.438 3.352
8 0.000 3.430
35Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012
Section # 9 (13.200). Distance from AP (m): 13.200 Points: 7(7)
0.0
5.0
0.1
5.1
0.2
5.2
0.3
5.3
0.4
5.4
0.5
5.2- 0.2- 5.1- 0.1- 5.0- 0.0 5.0 0.1 5.1 0.2 5.2
1
2
3
4
5-b
6-a 7
P Breadth (m) Height (m)
1 0.000 0.034
2 0.499 0.277
3 0.998 0.592
4 1.498 0.960
5 1.938 1.318
6 2.337 3.350
7 0.000 3.428
36Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012
Section # 10 (14.850). Distance from AP (m): 14.850 Points: 6(6)
0.0
8.0
6.1
4.2
2.3
0.4
8.4
4.2- 6.1- 8.0- 0.0 8.0 6.1 4.2
1
2
3
4-b
5-a 6
P Breadth (m) Height (m)
1 0.000 0.179
2 0.499 0.571
3 0.998 1.068
4 1.438 1.564
5 2.099 3.352
6 0.000 3.419
37Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012
Section # 11 (16.500). Distance from AP (m): 16.500 Points: 6(6)
0.0
6.0
2.1
8.1
4.2
0.3
6.3
8.1- 2.1- 6.0- 0.0 6.0 2.1 8.1 4.2
1
2
3
4
5-a 6
P Breadth (m) Height (m)
1 0.000 1.000
2 0.192 1.253
3 0.371 1.503
4 0.627 1.865
5 1.567 3.351
6 0.000 3.401
38Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012
Section # 12 (17.500). Distance from AP (m): 17.500 Points: 3(3)
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
P Breadth (m) Height (m)
1 0.000 2.093
2 1.014 3.352
3 0.000 3.381
39Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012
Section # 13 (18.700). Distance from AP (m): 18.700 Points: 3(3)
0.0
6.0
2.1
8.1
4.2
0.3
6.3
6.0- 0.0 6.0 2.1 8.1 4.2 0.3 6.3
1 2-a 3
P Breadth (m) Height (m)
1 0.000 3.343
2 0.002 3.351
3 0.000 3.351
40Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
The list of tanks. Date: 22 MAR 2012
No Description Volume DWc Sp.Gr. Weight LCG VCG TCG Max.IT Corr. Flood points Used Volume sections
(m3) DWc (t/m3) (t) (m) (m) (m) (m4) factor
1 F.O.Tank 3.03 FO 0.8600 2.61 7.950 0.740 0.134 3.8 1.00000 1
2 F.W. Tank 0.32 FW 1.0000 0.32 9.150 0.444 0.390 0.1 1.00000 2
41Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2The drawings of tanks
Date: 22 MAR 2012
Y
Z
AP
FP ->X
\10 PL
Y
Z AP FP ->X \10
PL
Y
Z
AP FP ->X \10 PL
PL
PL
PL
Tank No: 1
Used VolSections: 1 Flood points:
Description: F.O.Tank
Total uncorr. volume (m3): 3.03
Total corr. volume (m3): 3.03x 1.00000 3.03
Y
Z
AP
FP ->X
\10 PL
Y
Z AP FP ->X \10 PL
Y
Z
AP FP ->X \10 PL
PL
PL
PL
Tank No: 2
Used VolSections: 2 Flood points:
Description: F.W. Tank
Total uncorr. volume (m3): 0.32
Total corr. volume (m3): 0.32x 1.00000 0.32
42Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Date: 22 MAR 2012The list of flood points
No Type From AP (m) From CL (m) Above BASE (m)DEUse From AP (input)Commentary
4.1203.6v 1 2.193Engine room opening 3.6003
43Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Tank table. Heeling angle = 0.0(°) Date: 22 MAR 2012
Tank No: 1 F.O.Tank
0.1Waterline-space (m):
1.00000Correction factor:
0
Vol. sections: 1
Trims: NOSet IT/IP/IL to 0:
Pipe data:
No From AP (m) Above BL (m)From CL (m)
1 7.4 0.100 -1.300
2 7.4 1.120 -1.300
Height Corrected VOLUMES (M3) LCG VCG TCG IT
Sound. TRIMMED Waterline (DA-DF) in M From AP Ab.BASE From CL Transv.
0=0.100 0.000 (m) (m) (m) (m4)
0.000 0.00 7.950 0.167 -0.002 0.02
0.100 0.04 7.950 0.167 -0.002 0.02
0.200 0.14 7.950 0.234 -0.004 0.14
0.300 0.32 7.950 0.300 -0.006 0.47
0.400 0.57 7.950 0.367 -0.008 1.11
0.500 0.88 7.950 0.434 -0.010 2.17
0.600 1.26 7.950 0.498 0.005 2.96
0.700 1.67 7.950 0.560 0.047 3.82
0.800 2.09 7.950 0.619 0.086 3.82
0.900 2.52 7.950 0.675 0.112 3.82
1.000 2.95 7.950 0.730 0.131 3.82
1.020 3.03 7.950 0.740 0.134 0.00
44Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Tank table. Heeling angle = 0.0(°) Date: 22 MAR 2012
Tank No: 2 F.W. Tank
0.1Waterline-space (m):
1.00000Correction factor:
0
Vol. sections: 2
Trims: NOSet IT/IP/IL to 0:
Pipe data:
No From AP (m) Above BL (m)From CL (m)
1 8.8 0.090 0.100
2 8.8 0.650 0.100
Height Corrected VOLUMES (M3) LCG VCG TCG IT
Sound. TRIMMED Waterline (DA-DF) in M From AP Ab.BASE From CL Transv.
0=0.090 0.000 (m) (m) (m) (m4)
0.000 0.00 9.150 0.157 0.088 0.00
0.100 0.01 9.150 0.157 0.088 0.00
0.200 0.05 9.150 0.224 0.176 0.01
0.300 0.11 9.150 0.290 0.263 0.04
0.400 0.19 9.150 0.355 0.341 0.06
0.500 0.27 9.150 0.412 0.378 0.06
0.560 0.32 9.150 0.444 0.390 0.00
45Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2/Intact ship
Hydrostatic calculation. Shell = 12, Sp.Gravity = 1.0250 t/m3 Date: 22 MAR 2012
Trim No: Trim (DA-DF) (m): -0.500 1
Appe1 (Boxes):
Draft step, No: .01,25
Appe2 (V. sections):
0.800 0.010*25=>1.050Start mean draft (m):
TPCM.VolumeDr. #
MCT1CM
(m)(m) (t/cm) (t*m/cm)(m3) (m3) (m) (m)(m) (t) (m)
DA DF Volume LCFDisplac. LCB VCB KMT
16.6 17.05 9.259 0.584 1 8.133 2.952 0.483 0.490 16.4 0.550 1.050
17.1 17.54 9.228 0.590 2 8.113 2.990 0.490 0.499 16.9 0.560 1.060
17.6 18.03 9.197 0.596 3 8.093 3.028 0.497 0.508 17.4 0.570 1.070
18.1 18.53 9.167 0.602 4 8.073 3.066 0.505 0.517 17.9 0.580 1.080
18.6 19.04 9.138 0.608 5 8.054 3.105 0.512 0.526 18.4 0.590 1.090
19.1 19.56 9.109 0.614 6 8.036 3.143 0.520 0.535 18.9 0.600 1.100
19.6 20.08 9.081 0.621 7 8.018 3.181 0.527 0.544 19.4 0.610 1.110
20.1 20.61 9.053 0.627 8 8.000 3.219 0.534 0.553 19.9 0.620 1.120
20.6 21.15 9.026 0.633 9 7.983 3.258 0.541 0.561 20.4 0.630 1.130
21.2 21.69 9.000 0.639 10 7.966 3.296 0.549 0.570 20.9 0.640 1.140
21.7 22.25 8.974 0.645 11 7.949 3.335 0.556 0.579 21.4 0.650 1.150
22.2 22.81 8.948 0.651 12 7.933 3.374 0.563 0.588 22.0 0.660 1.160
22.8 23.37 8.923 0.658 13 7.917 3.413 0.571 0.596 22.5 0.670 1.170
23.4 23.95 8.899 0.664 14 7.901 3.451 0.578 0.605 23.1 0.680 1.180
23.9 24.53 8.875 0.670 15 7.886 3.490 0.585 0.613 23.6 0.690 1.190
24.5 25.12 8.852 0.676 16 7.871 3.528 0.592 0.622 24.2 0.700 1.200
25.1 25.71 8.829 0.683 17 7.856 3.567 0.600 0.631 24.8 0.710 1.210
25.7 26.32 8.806 0.689 18 7.842 3.606 0.607 0.639 25.4 0.720 1.220
26.3 26.93 8.784 0.695 19 7.828 3.646 0.614 0.648 26.0 0.730 1.230
26.9 27.55 8.763 0.701 20 7.814 3.685 0.621 0.656 26.6 0.740 1.240
27.5 28.17 8.742 0.708 21 7.800 3.710 0.628 0.665 27.2 0.750 1.250
28.1 28.80 8.721 0.714 22 7.784 3.721 0.634 0.673 27.8 0.760 1.260
28.7 29.44 8.700 0.720 23 7.770 3.725 0.639 0.681 28.4 0.770 1.270
29.3 30.08 8.680 0.726 24 7.755 3.724 0.644 0.689 29.0 0.780 1.280
30.0 30.73 8.661 0.732 25 7.742 3.723 0.649 0.698 29.6 0.790 1.290
30.6 31.38 8.642 0.739 26 7.730 3.716 0.653 0.705 30.2 0.800 1.300
Mean draft (DA+DF)/2 in metres above base, Trim #:1, -0.5m
87.0 18.0 48.0 78.0 09.0 39.0 69.0 99.0 20.1 50.1
61 81 02 22 42 62 82 03 23 43 63 83
61 81 02 22 42 62 82 03 23 43 63 83
46.8 67.8 88.8 00.9 21.9 42.9 63.9 84.9 06.9 27.9 48.9 69.9
85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0 67.0 87.0 08.0
86.7 67.7 48.7 29.7 00.8 80.8 61.8 42.8 23.8 04.8 84.8 65.8
88.2 69.2 40.3 21.3 02.3 82.3 63.3 44.3 25.3 06.3 86.3 67.3
84.0 05.0 25.0 45.0 65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0
84.0 25.0 65.0 06.0 46.0 86.0 27.0 67.0 08.0 48.0 88.0 29.0
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg 46
GORM - OUXM2/Intact ship
Hydrostatic calculation. Shell = 12, Sp.Gravity = 1.0250 t/m3 Date: 22 MAR 2012
Trim No: Trim (DA-DF) (m): 0.000 2
Appe1 (Boxes):
Draft step, No: .01,25
Appe2 (V. sections):
0.800 0.010*25=>1.050Start mean draft (m):
TPCM.VolumeDr. #
MCT1CM
(m)(m) (t/cm) (t*m/cm)(m3) (m3) (m) (m)(m) (t) (m)
DA DF Volume LCFDisplac. LCB VCB KMT
17.5 17.92 7.729 0.572 1 7.279 3.276 0.518 0.547 17.3 0.800 0.800
18.0 18.44 7.716 0.578 2 7.271 3.320 0.525 0.555 17.8 0.810 0.810
18.5 18.97 7.704 0.585 3 7.262 3.364 0.532 0.563 18.3 0.820 0.820
19.0 19.51 7.691 0.592 4 7.254 3.408 0.539 0.571 18.8 0.830 0.830
19.6 20.05 7.679 0.598 5 7.246 3.453 0.547 0.579 19.3 0.840 0.840
20.1 20.60 7.668 0.605 6 7.238 3.497 0.554 0.587 19.9 0.850 0.850
20.6 21.16 7.656 0.611 7 7.230 3.542 0.561 0.595 20.4 0.860 0.860
21.2 21.72 7.645 0.618 8 7.223 3.586 0.569 0.602 20.9 0.870 0.870
21.8 22.30 7.634 0.625 9 7.216 3.631 0.576 0.610 21.5 0.880 0.880
22.3 22.88 7.623 0.631 10 7.209 3.675 0.583 0.618 22.1 0.890 0.890
22.9 23.46 7.613 0.638 11 7.204 3.717 0.590 0.625 22.6 0.900 0.900
23.5 24.06 7.603 0.645 12 7.201 3.757 0.597 0.632 23.2 0.910 0.910
24.1 24.66 7.593 0.651 13 7.206 3.784 0.603 0.638 23.8 0.920 0.920
24.6 25.27 7.584 0.658 14 7.215 3.803 0.609 0.642 24.4 0.930 0.930
25.2 25.88 7.575 0.664 15 7.227 3.814 0.614 0.646 24.9 0.940 0.940
25.8 26.49 7.567 0.671 16 7.242 3.815 0.619 0.650 25.5 0.950 0.950
26.5 27.11 7.560 0.677 17 7.258 3.808 0.623 0.653 26.1 0.960 0.960
27.1 27.74 7.554 0.684 18 7.273 3.792 0.626 0.657 26.7 0.970 0.970
27.7 28.37 7.548 0.690 19 7.289 3.772 0.629 0.660 27.3 0.980 0.980
28.3 29.00 7.542 0.697 20 7.305 3.753 0.632 0.664 28.0 0.990 0.990
28.9 29.63 7.537 0.703 21 7.319 3.721 0.635 0.667 28.6 1.000 1.000
29.5 30.27 7.533 0.709 22 7.335 3.690 0.637 0.671 29.2 1.010 1.010
30.2 30.91 7.529 0.716 23 7.351 3.661 0.639 0.675 29.8 1.020 1.020
30.8 31.55 7.525 0.722 24 7.366 3.632 0.642 0.679 30.4 1.030 1.030
31.4 32.19 7.522 0.728 25 7.381 3.605 0.644 0.682 31.0 1.040 1.040
32.0 32.83 7.520 0.735 26 7.396 3.580 0.646 0.686 31.7 1.050 1.050
Mean draft (DA+DF)/2 in metres above base, Trim #:2, 0m
87.0 18.0 48.0 78.0 09.0 39.0 69.0 99.0 20.1 50.1
61 81 02 22 42 62 82 03 23 43 63
61 81 02 22 42 62 82 03 23 43 63
84.7 25.7 65.7 06.7 46.7 86.7 27.7 67.7 08.7 48.7 88.7
65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0 67.0
02.7 22.7 42.7 62.7 82.7 03.7 23.7 43.7 63.7 83.7 04.7
2.3 3.3 4.3 5.3 6.3 7.3 8.3 9.3 0.4 1.4 2.4
05.0 25.0 45.0 65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0
45.0 65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg 47
GORM - OUXM2/Intact ship
Hydrostatic calculation. Shell = 12, Sp.Gravity = 1.0250 t/m3 Date: 22 MAR 2012
Trim No: Trim (DA-DF) (m): 0.250 3
Appe1 (Boxes):
Draft step, No: .01,25
Appe2 (V. sections):
0.800 0.010*25=>1.050Start mean draft (m):
TPCM.VolumeDr. #
MCT1CM
(m)(m) (t/cm) (t*m/cm)(m3) (m3) (m) (m)(m) (t) (m)
DA DF Volume LCFDisplac. LCB VCB KMT
18.4 18.86 6.963 0.588 1 6.911 3.553 0.534 0.559 18.2 0.925 0.675
18.9 19.39 6.962 0.595 2 6.911 3.593 0.541 0.566 18.7 0.935 0.685
19.5 19.94 6.960 0.602 3 6.920 3.617 0.548 0.571 19.2 0.945 0.695
20.0 20.49 6.959 0.608 4 6.932 3.633 0.553 0.576 19.8 0.955 0.705
20.5 21.05 6.959 0.615 5 6.944 3.651 0.559 0.581 20.3 0.965 0.715
21.1 21.61 6.959 0.621 6 6.956 3.670 0.565 0.586 20.8 0.975 0.725
21.6 22.18 6.959 0.628 7 6.970 3.682 0.570 0.590 21.4 0.985 0.735
22.2 22.75 6.959 0.634 8 6.985 3.690 0.575 0.594 21.9 0.995 0.745
22.8 23.33 6.960 0.641 9 7.000 3.699 0.580 0.599 22.5 1.005 0.755
23.3 23.91 6.961 0.647 10 7.015 3.709 0.585 0.603 23.1 1.015 0.765
23.9 24.50 6.963 0.654 11 7.031 3.709 0.590 0.607 23.6 1.025 0.775
24.5 25.09 6.964 0.660 12 7.050 3.699 0.594 0.611 24.2 1.035 0.785
25.1 25.69 6.967 0.666 13 7.068 3.691 0.598 0.615 24.8 1.045 0.795
25.6 26.29 6.969 0.673 14 7.086 3.684 0.602 0.618 25.3 1.055 0.805
26.2 26.89 6.972 0.679 15 7.103 3.676 0.606 0.622 25.9 1.065 0.815
26.8 27.50 6.975 0.685 16 7.121 3.655 0.609 0.626 26.5 1.075 0.825
27.4 28.11 6.978 0.692 17 7.138 3.636 0.612 0.630 27.1 1.085 0.835
28.0 28.72 6.982 0.698 18 7.156 3.618 0.615 0.633 27.7 1.095 0.845
28.6 29.34 6.986 0.704 19 7.173 3.602 0.618 0.637 28.3 1.105 0.855
29.2 29.96 6.990 0.710 20 7.190 3.587 0.622 0.641 28.9 1.115 0.865
29.8 30.58 6.994 0.716 21 7.205 3.560 0.624 0.644 29.5 1.125 0.875
30.4 31.21 6.998 0.723 22 7.221 3.532 0.626 0.648 30.1 1.135 0.885
31.1 31.84 7.003 0.729 23 7.236 3.507 0.629 0.651 30.7 1.145 0.895
31.7 32.47 7.008 0.735 24 7.251 3.482 0.631 0.655 31.3 1.155 0.905
32.3 33.10 7.012 0.741 25 7.266 3.459 0.633 0.658 31.9 1.165 0.915
32.9 33.73 7.017 0.747 26 7.280 3.437 0.635 0.662 32.5 1.175 0.925
Mean draft (DA+DF)/2 in metres above base, Trim #:3, 0.25m
87.0 18.0 48.0 78.0 09.0 39.0 69.0 99.0 20.1 50.1
81 02 22 42 62 82 03 23 43 63 83 04
81 02 22 42 62 82 03 23 43 63 83 04
459.6 069.6 669.6 279.6 879.6 489.6 099.6 699.6 200.7 800.7 410.7 020.7
85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0 67.0 87.0 08.0
88.6 29.6 69.6 00.7 40.7 80.7 21.7 61.7 02.7 42.7 82.7 23.7
24.3 54.3 84.3 15.3 45.3 75.3 06.3 36.3 66.3 96.3 27.3 57.3
25.0 45.0 65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0
45.0 65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0 67.0
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg 48
GORM - OUXM2/Intact ship
Hydrostatic calculation. Shell = 12, Sp.Gravity = 1.0250 t/m3 Date: 22 MAR 2012
Trim No: Trim (DA-DF) (m): 0.500 4
Appe1 (Boxes):
Draft step, No: .01,25
Appe2 (V. sections):
0.800 0.010*25=>1.050Start mean draft (m):
TPCM.VolumeDr. #
MCT1CM
(m)(m) (t/cm) (t*m/cm)(m3) (m3) (m) (m)(m) (t) (m)
DA DF Volume LCFDisplac. LCB VCB KMT
19.6 20.04 6.268 0.618 1 6.705 3.592 0.536 0.538 19.3 1.050 0.550
20.1 20.58 6.280 0.624 2 6.725 3.598 0.541 0.542 19.8 1.060 0.560
20.6 21.13 6.292 0.630 3 6.743 3.604 0.546 0.547 20.4 1.070 0.570
21.1 21.67 6.303 0.636 4 6.762 3.612 0.552 0.551 20.9 1.080 0.580
21.7 22.23 6.315 0.642 5 6.780 3.621 0.557 0.556 21.4 1.090 0.590
22.2 22.79 6.327 0.649 6 6.799 3.618 0.561 0.560 22.0 1.100 0.600
22.8 23.35 6.338 0.655 7 6.820 3.606 0.565 0.564 22.5 1.110 0.610
23.3 23.92 6.350 0.661 8 6.840 3.594 0.569 0.569 23.1 1.120 0.620
23.9 24.49 6.362 0.667 9 6.861 3.585 0.573 0.573 23.6 1.130 0.630
24.5 25.07 6.373 0.673 10 6.881 3.576 0.577 0.577 24.2 1.140 0.640
25.0 25.64 6.385 0.679 11 6.901 3.569 0.581 0.581 24.7 1.150 0.650
25.6 26.23 6.397 0.685 12 6.920 3.564 0.585 0.585 25.3 1.160 0.660
26.2 26.82 6.408 0.691 13 6.939 3.549 0.589 0.589 25.9 1.170 0.670
26.7 27.41 6.420 0.697 14 6.959 3.530 0.592 0.593 26.4 1.180 0.680
27.3 28.00 6.432 0.702 15 6.978 3.512 0.595 0.597 27.0 1.190 0.690
27.9 28.60 6.443 0.708 16 6.996 3.496 0.598 0.601 27.6 1.200 0.700
28.5 29.20 6.455 0.714 17 7.015 3.480 0.601 0.605 28.1 1.210 0.710
29.1 29.80 6.466 0.720 18 7.033 3.466 0.604 0.608 28.7 1.220 0.720
29.7 30.41 6.478 0.726 19 7.051 3.453 0.608 0.612 29.3 1.230 0.730
30.3 31.02 6.489 0.732 20 7.069 3.441 0.611 0.616 29.9 1.240 0.740
30.9 31.63 6.501 0.738 21 7.086 3.417 0.613 0.620 30.5 1.250 0.750
31.5 32.24 6.512 0.743 22 7.102 3.393 0.615 0.624 31.1 1.260 0.760
32.1 32.86 6.523 0.749 23 7.118 3.370 0.618 0.627 31.7 1.270 0.770
32.7 33.48 6.534 0.755 24 7.133 3.348 0.620 0.631 32.3 1.280 0.780
33.3 34.10 6.545 0.761 25 7.149 3.328 0.622 0.635 32.9 1.290 0.790
33.9 34.72 6.556 0.766 26 7.165 3.309 0.625 0.638 33.5 1.300 0.800
Mean draft (DA+DF)/2 in metres above base, Trim #:4, 0.5m
87.0 18.0 48.0 78.0 09.0 39.0 69.0 99.0 20.1 50.1
81 02 22 42 62 82 03 23 43 63 83 04
02 22 42 62 82 03 23 43 63 83 04 24
42.6 72.6 03.6 33.6 63.6 93.6 24.6 54.6 84.6 15.6 45.6 75.6
06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0 67.0 87.0 08.0 28.0
07.6 57.6 08.6 58.6 09.6 59.6 00.7 50.7 01.7 51.7 02.7 52.7
03.3 63.3 24.3 84.3 45.3 06.3 66.3 27.3 87.3 48.3 09.3 69.3
135.0 045.0 945.0 855.0 765.0 675.0 585.0 495.0 306.0 216.0 126.0 036.0
25.0 45.0 65.0 85.0 06.0 26.0 46.0 66.0 86.0 07.0 27.0 47.0
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
Volume (m3)
Weight (t)
LCB (m)
VCB (m)
LCF (m)
KMT (m)
TPC (t/cm)
MCT1CM (t*m/cm)
Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg 49
GORM - OUXM2
DEADWEIGHT SCALE Date: 22 MAR 2012
0.86
0.88
0.90
0.92
0.94
0.96
0.98
1.00
1.02
1.04
1.06
1.08
LS
MD
-5
-4
-3
-2
-1
0
1
2
3
4
5
6
7
8
9
10
0
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
0.86
0.88
0.90
0.92
0.94
0.96
0.98
1.00
1.02
1.04
1.06
1.08
0.56 3.54
0.6 0.57 3.59
0.58 3.63
0.59 3.68
0.59 3.72
0.60 3.76
0.61 3.78
0.61 3.80
0.6 0.62 3.81
0.7 0.62 3.82
0.63 3.81
3.79
0.63 3.77
0.64 3.75
3.72
3.69
3.66
0.64 3.63
0.65 3.61
3.58
3.54
3.51
0.65 3.48
0.7 0.66 3.45
1.040 m above Base - N. Summer (S)Trim (DA-DF) (m): 0.000 MD = Max draft =
Lightship weight (t): 26.0 LS = Lightship draft
App1 (boxes):
App2 (vol. sections):
Me
an
Dra
ft
De
ad
we
igh
t
Imm
ers
ionSea density
(m)
(m)
TP
C
(t/c
m)
(m)
(t*m
/cm
)
1.0
30
1.0
25
1.0
20
1.0
15
1.0
10
1.0
05
1.0
00
(t)
Dra
ft m
ark
lin
e
Fro
m B
AS
E
Extr
. D
raft
KM
T
(t)
Trim
Mo
me
nt
MC
T1
CM
Dis
pla
ce
me
nt
50Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2/Intact ship
PN-values for different heel angles.SB-heeling PS = SBDate:22 MAR 2012Saved: 22 MAR 2012 ,used SS: 1-13 ,used APP1: ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=12
Trim # 1, -0.500(m), KP-value = 0.000(m)
D# DA(m) DF(m) Volume(m3) Displ.(t) 0(°) 10(°) 20(°) 30(°) 40(°) 50(°) 60(°)
1 0.550 1.050 16.6 17.0 0.000 0.532 0.999 1.383 1.704 1.979 2.225
2 0.600 1.100 19.1 19.6 0.000 0.547 0.998 1.372 1.691 1.971 2.232
3 0.650 1.150 21.7 22.2 0.000 0.557 0.997 1.362 1.679 1.964 2.238
4 0.700 1.200 24.5 25.1 0.000 0.562 0.995 1.353 1.669 1.959 2.241
5 0.750 1.250 27.5 28.2 0.000 0.563 0.991 1.346 1.660 1.955 2.240
6 0.800 1.300 30.6 31.4 0.000 0.561 0.987 1.340 1.653 1.953 2.236
7 0.850 1.350 33.8 34.7 0.000 0.556 0.981 1.335 1.648 1.951 2.227
Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg 51
GORM - OUXM2/Intact ship
PN-values for different heel angles.SB-heeling PS = SBDate:22 MAR 2012Saved: 22 MAR 2012 ,used SS: 1-13 ,used APP1: ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=12
Trim # 2, 0.000(m), KP-value = 0.000(m)
D# DA(m) DF(m) Volume(m3) Displ.(t) 0(°) 10(°) 20(°) 30(°) 40(°) 50(°) 60(°)
1 0.800 0.800 17.5 17.9 0.000 0.567 1.028 1.406 1.738 2.014 2.202
2 0.850 0.850 20.1 20.6 0.000 0.575 1.023 1.390 1.713 2.002 2.213
3 0.900 0.900 22.9 23.5 0.000 0.577 1.017 1.376 1.693 1.990 2.220
4 0.950 0.950 25.8 26.5 0.000 0.575 1.009 1.365 1.678 1.977 2.222
5 1.000 1.000 28.9 29.6 0.000 0.571 1.001 1.355 1.667 1.964 2.220
6 1.050 1.050 32.0 32.8 0.000 0.564 0.993 1.347 1.659 1.953 2.210
7 1.100 1.100 35.2 36.1 0.000 0.555 0.985 1.340 1.653 1.945 2.200
Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg 52
GORM - OUXM2/Intact ship
PN-values for different heel angles.SB-heeling PS = SBDate:22 MAR 2012Saved: 22 MAR 2012 ,used SS: 1-13 ,used APP1: ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=12
Trim # 3, 0.250(m), KP-value = 0.000(m)
D# DA(m) DF(m) Volume(m3) Displ.(t) 0(°) 10(°) 20(°) 30(°) 40(°) 50(°) 60(°)
1 0.925 0.675 18.4 18.9 0.000 0.578 1.036 1.412 1.737 2.017 2.191
2 0.975 0.725 21.1 21.6 0.000 0.580 1.028 1.395 1.713 2.006 2.200
3 1.025 0.775 23.9 24.5 0.000 0.578 1.020 1.381 1.697 1.991 2.206
4 1.075 0.825 26.8 27.5 0.000 0.573 1.011 1.369 1.683 1.976 2.205
5 1.125 0.875 29.8 30.6 0.000 0.566 1.002 1.359 1.672 1.961 2.200
6 1.175 0.925 32.9 33.7 0.000 0.557 0.992 1.351 1.663 1.950 2.191
7 1.225 0.975 36.0 36.9 0.000 0.548 0.983 1.343 1.655 1.942 2.179
Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg 53
GORM - OUXM2/Intact ship
PN-values for different heel angles.SB-heeling PS = SBDate:22 MAR 2012Saved: 22 MAR 2012 ,used SS: 1-13 ,used APP1: ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=12
Trim # 4, 0.500(m), KP-value = 0.000(m)
D# DA(m) DF(m) Volume(m3) Displ.(t) 0(°) 10(°) 20(°) 30(°) 40(°) 50(°) 60(°)
1 1.050 0.550 19.6 20.0 0.000 0.582 1.039 1.412 1.734 2.006 2.177
2 1.100 0.600 22.2 22.8 0.000 0.579 1.029 1.397 1.714 1.991 2.183
3 1.150 0.650 25.0 25.6 0.000 0.573 1.019 1.384 1.698 1.977 2.184
4 1.200 0.700 27.9 28.6 0.000 0.566 1.010 1.373 1.684 1.965 2.181
5 1.250 0.750 30.9 31.6 0.000 0.557 1.000 1.362 1.673 1.954 2.175
6 1.300 0.800 33.9 34.7 0.000 0.547 0.990 1.353 1.663 1.943 2.165
7 1.350 0.850 37.0 37.9 0.000 0.537 0.980 1.346 1.654 1.936 2.154
Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg 54
GORM - OUXM2/Intact ship
PN-values for different heel angles.SB-heeling PS = SBDate:22 MAR 2012Saved: 22 MAR 2012 ,used SS: 1-13 ,used APP1: ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=12
Y - PN-values, X - Displacement(t), Trim #:1, -0.5(m), KP-value = 0.000(m)
0.0
4.0
8.0
2.1
6.1
0.2
4.2
61 81 02 22 42 62 82 03 23 43 63
0°
10°
20°
30°
40°
50°
60°
D1 D2 D3 D4 D5 D6 D7
Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg 55
GORM - OUXM2/Intact ship
PN-values for different heel angles.SB-heeling PS = SBDate:22 MAR 2012Saved: 22 MAR 2012 ,used SS: 1-13 ,used APP1: ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=12
Y - PN-values, X - Displacement(t), Trim #:2, 0(m), KP-value = 0.000(m)
0.0
4.0
8.0
2.1
6.1
0.2
4.2
61 81 02 22 42 62 82 03 23 43 63 83
0°
10°
20°
30°
40°
50°
60°
D1 D2 D3 D4 D5 D6 D7
Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg 56
GORM - OUXM2/Intact ship
PN-values for different heel angles.SB-heeling PS = SBDate:22 MAR 2012Saved: 22 MAR 2012 ,used SS: 1-13 ,used APP1: ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=12
Y - PN-values, X - Displacement(t), Trim #:3, 0.25(m), KP-value = 0.000(m)
0.0
4.0
8.0
2.1
6.1
0.2
4.2
81 02 22 42 62 82 03 23 43 63 83
0°
10°
20°
30°
40°
50°
60°
D1 D2 D3 D4 D5 D6 D7
Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg 57
GORM - OUXM2/Intact ship
PN-values for different heel angles.SB-heeling PS = SBDate:22 MAR 2012Saved: 22 MAR 2012 ,used SS: 1-13 ,used APP1: ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=12
Y - PN-values, X - Displacement(t), Trim #:4, 0.5(m), KP-value = 0.000(m)
0.0
4.0
8.0
2.1
6.1
0.2
4.2
02 22 42 62 82 03 23 43 63 83
0°
10°
20°
30°
40°
50°
60°
D1 D2 D3 D4 D5 D6 D7
Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg 58
GORM - OUXM2
VCG limit curves.Date:22 MAR 2012The summary maxVCG-limit curves for all trims.
Next claims were used:
Req.No 1 (GMT)>=(0.15)
Req.No 2 (GetGZArea(HeelAngle,30))>=(0.055)
Req.No 3 (GetGZArea(HeelAngle,Min(40,FloodAngle3)))>=(0.09)
Req.No 4 (GetGZArea(30,Min(40,FloodAngle3)))>=(0.03)
Req.No 5 (GZMaxAngle)>=(25)
Req.No 6 (GetGZMax(30,LastAngle))>=(0.2)
Y - MaxVCG limit curves, Intact ship. X - Displacement(t)
62.2
82.2
03.2
23.2
43.2
63.2
83.2
61 02 42 82 23 63 04
T1 T2 T3 T4
T1
T2
T3
T4
T1
T2
T3
T4
59Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
VCG limit curves.Date:22 MAR 2012The interpolated table. Sp.Gravity = 1.025
Intact ship, Trim No:1(-0.5m)
DISPL.(T) MaxVCG Min.GM Damage Claim_ID | DISPL.(T) MaxVCG Min.GM Damage Claim_ID
==========================================================================================================
17.05 2.362 0.591 0 6 30.72 2.317 1.398 0 4
17.26 2.360 0.608 0 6 30.93 2.316 1.400 0 4
17.47 2.359 0.626 0 6 31.14 2.315 1.401 0 4
17.68 2.357 0.644 0 6 31.36 2.314 1.402 0 4
17.89 2.356 0.661 0 6 31.57 2.314 1.396 0 4
18.10 2.354 0.679 0 6 31.78 2.313 1.389 0 4
18.31 2.352 0.696 0 6 31.99 2.313 1.382 0 4
18.52 2.351 0.714 0 6 32.20 2.312 1.375 0 4
18.73 2.349 0.731 0 6 32.41 2.311 1.368 0 4
18.94 2.348 0.749 0 6 32.62 2.311 1.361 0 4
19.15 2.346 0.766 0 6 32.83 2.310 1.354 0 4
19.36 2.345 0.784 0 6 33.04 2.310 1.347 0 4
19.57 2.343 0.801 0 6 33.25 2.309 1.340 0 4
19.78 2.344 0.816 0 6 33.46 2.308 1.333 0 4
20.00 2.344 0.830 0 6 33.67 2.308 1.326 0 4
20.21 2.345 0.845 0 6 33.88 2.307 1.319 0 4
20.42 2.345 0.859 0 6 34.09 2.307 1.312 0 4
20.63 2.346 0.874 0 6 34.30 2.306 1.305 0 4
20.84 2.346 0.888 0 6 34.51 2.305 1.299 0 4
21.05 2.347 0.903 0 6
21.26 2.347 0.917 0 6
21.47 2.348 0.932 0 6
21.68 2.348 0.946 0 6
21.89 2.349 0.961 0 6
22.10 2.349 0.975 0 6
22.31 2.350 0.989 0 6
22.52 2.350 1.003 0 6
22.73 2.350 1.017 0 6
22.94 2.351 1.031 0 6
23.15 2.351 1.045 0 6
23.36 2.351 1.060 0 4
23.57 2.349 1.075 0 4
23.78 2.348 1.091 0 4
23.99 2.347 1.106 0 4
24.20 2.346 1.122 0 4
24.41 2.344 1.137 0 4
24.62 2.343 1.153 0 4
24.83 2.342 1.168 0 4
25.04 2.340 1.184 0 4
25.25 2.339 1.198 0 4
25.46 2.338 1.211 0 4
25.68 2.337 1.225 0 4
25.89 2.336 1.238 0 4
26.10 2.336 1.252 0 4
26.31 2.335 1.265 0 4
26.52 2.334 1.278 0 4
26.73 2.333 1.292 0 4
26.94 2.332 1.305 0 4
27.15 2.331 1.319 0 4
27.36 2.330 1.332 0 4
27.57 2.329 1.346 0 4
27.78 2.328 1.359 0 4
27.99 2.327 1.373 0 4
28.20 2.326 1.384 0 4
28.41 2.325 1.386 0 4
28.62 2.325 1.387 0 4
28.83 2.324 1.388 0 4
29.04 2.323 1.389 0 4
29.25 2.322 1.390 0 4
29.46 2.321 1.391 0 4
29.67 2.321 1.393 0 4
29.88 2.320 1.394 0 4
30.09 2.319 1.395 0 4
30.30 2.318 1.396 0 4
30.51 2.318 1.397 0 4
60Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
VCG limit curves.Date:22 MAR 2012The interpolated table. Sp.Gravity = 1.025
Intact ship, Trim No:2(0m)
DISPL.(T) MaxVCG Min.GM Damage Claim_ID | DISPL.(T) MaxVCG Min.GM Damage Claim_ID
==========================================================================================================
18.10 2.375 0.916 0 5 31.78 2.324 1.303 0 5
18.31 2.370 0.938 0 5 31.99 2.324 1.294 0 5
18.52 2.365 0.961 0 5 32.20 2.323 1.285 0 6
18.73 2.360 0.983 0 5 32.41 2.323 1.276 0 6
18.94 2.354 1.006 0 5 32.62 2.322 1.268 0 6
19.15 2.349 1.029 0 5 32.83 2.321 1.259 0 6
19.36 2.344 1.051 0 5 33.04 2.320 1.250 0 6
19.57 2.339 1.074 0 5 33.25 2.320 1.240 0 6
19.78 2.334 1.096 0 5 33.46 2.319 1.231 0 6
20.00 2.328 1.119 0 5 33.67 2.318 1.221 0 6
20.21 2.323 1.142 0 5 33.88 2.317 1.212 0 6
20.42 2.318 1.164 0 5 34.09 2.316 1.202 0 6
20.63 2.313 1.186 0 5 34.30 2.316 1.193 0 6
20.84 2.312 1.204 0 5 34.51 2.315 1.183 0 6
21.05 2.311 1.221 0 5 34.72 2.314 1.174 0 6
21.26 2.309 1.239 0 5 34.93 2.313 1.164 0 6
21.47 2.308 1.256 0 5 35.14 2.313 1.155 0 6
21.68 2.307 1.273 0 5 35.35 2.312 1.145 0 6
21.89 2.305 1.291 0 5 35.56 2.311 1.136 0 6
22.10 2.304 1.308 0 5 35.77 2.310 1.126 0 6
22.31 2.303 1.326 0 5 35.98 2.309 1.117 0 6
22.52 2.301 1.343 0 5
22.73 2.300 1.361 0 5
22.94 2.299 1.378 0 5
23.15 2.298 1.396 0 5
23.36 2.296 1.413 0 5
23.57 2.296 1.425 0 5
23.78 2.298 1.430 0 5
23.99 2.299 1.435 0 5
24.20 2.300 1.441 0 5
24.41 2.302 1.446 0 5
24.62 2.303 1.452 0 5
24.83 2.304 1.457 0 5
25.04 2.306 1.463 0 5
25.25 2.307 1.468 0 5
25.46 2.308 1.474 0 5
25.68 2.310 1.479 0 5
25.89 2.311 1.485 0 5
26.10 2.312 1.490 0 5
26.31 2.314 1.496 0 5
26.52 2.315 1.500 0 5
26.73 2.316 1.493 0 5
26.94 2.316 1.486 0 5
27.15 2.317 1.479 0 5
27.36 2.318 1.472 0 5
27.57 2.319 1.465 0 5
27.78 2.319 1.458 0 5
27.99 2.320 1.451 0 5
28.20 2.321 1.444 0 5
28.41 2.321 1.437 0 5
28.62 2.322 1.430 0 5
28.83 2.323 1.423 0 5
29.04 2.324 1.416 0 5
29.25 2.324 1.409 0 5
29.46 2.325 1.402 0 5
29.67 2.326 1.394 0 5
29.88 2.325 1.385 0 5
30.09 2.325 1.376 0 5
30.30 2.325 1.367 0 5
30.51 2.325 1.358 0 5
30.72 2.325 1.349 0 5
30.93 2.325 1.340 0 5
31.14 2.324 1.330 0 5
31.36 2.324 1.321 0 5
31.57 2.324 1.312 0 5
61Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
VCG limit curves.Date:22 MAR 2012The interpolated table. Sp.Gravity = 1.025
Intact ship, Trim No:3(0.25m)
DISPL.(T) MaxVCG Min.GM Damage Claim_ID | DISPL.(T) MaxVCG Min.GM Damage Claim_ID
==========================================================================================================
18.94 2.371 1.186 0 5 32.62 2.278 1.203 0 5
19.15 2.367 1.198 0 5 32.83 2.278 1.195 0 5
19.36 2.364 1.211 0 5 33.04 2.278 1.187 0 5
19.57 2.360 1.224 0 5 33.25 2.278 1.179 0 5
19.78 2.356 1.237 0 5 33.46 2.278 1.171 0 5
20.00 2.352 1.250 0 5 33.67 2.278 1.162 0 5
20.21 2.348 1.263 0 5 33.88 2.277 1.155 0 5
20.42 2.344 1.276 0 5 34.09 2.277 1.147 0 5
20.63 2.340 1.289 0 5 34.30 2.277 1.140 0 5
20.84 2.336 1.302 0 5 34.51 2.276 1.132 0 5
21.05 2.332 1.315 0 5 34.72 2.276 1.125 0 5
21.26 2.328 1.327 0 5 34.93 2.276 1.117 0 5
21.47 2.324 1.340 0 5 35.14 2.276 1.110 0 5
21.68 2.320 1.351 0 5 35.35 2.275 1.102 0 5
21.89 2.317 1.356 0 5 35.56 2.275 1.095 0 5
22.10 2.315 1.362 0 5 35.77 2.275 1.087 0 5
22.31 2.312 1.368 0 5 35.98 2.274 1.080 0 5
22.52 2.309 1.373 0 5 36.19 2.274 1.072 0 5
22.73 2.306 1.379 0 5 36.40 2.274 1.064 0 5
22.94 2.304 1.384 0 5 36.61 2.274 1.057 0 5
23.15 2.301 1.390 0 5 36.82 2.273 1.049 0 5
23.36 2.298 1.396 0 5
23.57 2.295 1.401 0 5
23.78 2.293 1.407 0 5
23.99 2.290 1.412 0 5
24.20 2.287 1.418 0 5
24.41 2.284 1.424 0 5
24.62 2.283 1.424 0 5
24.83 2.282 1.421 0 5
25.04 2.281 1.418 0 5
25.25 2.281 1.415 0 5
25.46 2.280 1.412 0 5
25.68 2.279 1.409 0 5
25.89 2.279 1.406 0 5
26.10 2.278 1.402 0 5
26.31 2.278 1.399 0 5
26.52 2.277 1.396 0 5
26.73 2.276 1.393 0 5
26.94 2.276 1.390 0 5
27.15 2.275 1.387 0 5
27.36 2.274 1.384 0 5
27.57 2.274 1.379 0 5
27.78 2.274 1.373 0 5
27.99 2.275 1.366 0 5
28.20 2.275 1.359 0 5
28.41 2.275 1.352 0 5
28.62 2.275 1.345 0 5
28.83 2.276 1.339 0 5
29.04 2.276 1.332 0 5
29.25 2.276 1.325 0 5
29.46 2.277 1.318 0 5
29.67 2.277 1.311 0 5
29.88 2.277 1.304 0 5
30.09 2.278 1.298 0 5
30.30 2.278 1.291 0 5
30.51 2.278 1.284 0 5
30.72 2.278 1.276 0 5
30.93 2.278 1.268 0 5
31.14 2.278 1.260 0 5
31.36 2.278 1.252 0 5
31.57 2.278 1.244 0 5
31.78 2.278 1.236 0 5
31.99 2.278 1.227 0 5
32.20 2.278 1.219 0 5
32.41 2.278 1.211 0 5
62Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
VCG limit curves.Date:22 MAR 2012The interpolated table. Sp.Gravity = 1.025
Intact ship, Trim No:4(0.5m)
DISPL.(T) MaxVCG Min.GM Damage Claim_ID | DISPL.(T) MaxVCG Min.GM Damage Claim_ID
==========================================================================================================
20.21 2.351 1.243 0 5 33.88 2.294 1.044 0 5
20.42 2.349 1.248 0 5 34.09 2.295 1.036 0 5
20.63 2.346 1.252 0 5 34.30 2.295 1.029 0 5
20.84 2.344 1.256 0 5 34.51 2.296 1.021 0 5
21.05 2.342 1.260 0 5 34.72 2.296 1.013 0 5
21.26 2.339 1.265 0 5 34.93 2.297 1.007 0 5
21.47 2.337 1.269 0 5 35.14 2.298 1.000 0 5
21.68 2.335 1.273 0 5 35.35 2.299 0.994 0 5
21.89 2.333 1.278 0 5 35.56 2.300 0.987 0 5
22.10 2.330 1.282 0 5 35.77 2.301 0.981 0 6
22.31 2.328 1.286 0 5 35.98 2.300 0.977 0 6
22.52 2.326 1.290 0 5 36.19 2.299 0.973 0 6
22.73 2.323 1.295 0 5 36.40 2.298 0.968 0 6
22.94 2.322 1.294 0 5 36.61 2.297 0.964 0 6
23.15 2.321 1.292 0 5 36.82 2.296 0.959 0 6
23.36 2.319 1.289 0 5 37.03 2.295 0.955 0 6
23.57 2.318 1.287 0 5 37.25 2.294 0.951 0 6
23.78 2.317 1.285 0 5 37.46 2.293 0.946 0 6
23.99 2.316 1.282 0 5 37.67 2.291 0.942 0 6
24.20 2.315 1.280 0 5 37.88 2.290 0.937 0 6
24.41 2.313 1.278 0 5
24.62 2.312 1.275 0 5
24.83 2.311 1.273 0 5
25.04 2.310 1.270 0 5
25.25 2.308 1.268 0 5
25.46 2.307 1.266 0 5
25.68 2.306 1.263 0 5
25.89 2.305 1.258 0 5
26.10 2.305 1.254 0 5
26.31 2.304 1.249 0 5
26.52 2.303 1.245 0 5
26.73 2.303 1.240 0 5
26.94 2.302 1.235 0 5
27.15 2.301 1.231 0 5
27.36 2.301 1.226 0 5
27.57 2.300 1.222 0 5
27.78 2.299 1.217 0 5
27.99 2.299 1.212 0 5
28.20 2.298 1.208 0 5
28.41 2.297 1.203 0 5
28.62 2.297 1.199 0 5
28.83 2.296 1.194 0 5
29.04 2.296 1.189 0 5
29.25 2.295 1.184 0 5
29.46 2.295 1.179 0 5
29.67 2.294 1.174 0 5
29.88 2.294 1.169 0 5
30.09 2.293 1.164 0 5
30.30 2.293 1.159 0 5
30.51 2.292 1.154 0 5
30.72 2.292 1.149 0 5
30.93 2.291 1.144 0 5
31.14 2.291 1.139 0 5
31.36 2.290 1.134 0 5
31.57 2.290 1.129 0 5
31.78 2.290 1.122 0 5
31.99 2.291 1.114 0 5
32.20 2.291 1.106 0 5
32.41 2.291 1.099 0 5
32.62 2.292 1.091 0 5
32.83 2.292 1.083 0 5
33.04 2.293 1.075 0 5
33.25 2.293 1.067 0 5
33.46 2.294 1.060 0 5
33.67 2.294 1.052 0 5
63Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
Lateral plane - draft mark - freeboard deckDate 22 MAR 2012
GORM - OUXM2, Lateral plane
0
1
2
3
4
5
6
0 2 4 6 8 01 21 41 61 81 02
No From AP Above Base(m) (m)
No From AP Above Base(m) (m) No
From AP Above Base(m) (m) No
From AP Above Base(m) (m)
1 13.276 3.428 9.109 9 4.396 17 3.400 2.421 2.093 25 17.500
2 12.541 4.628 7.815 10 4.381 18 1.650 2.421 3.343 26 18.600
3 12.810 5.610 7.597 11 3.429 19 0.000 2.421 3.351 27 18.600
4 12.912 5.610 6.600 12 3.430 20 0.000 0.250 3.352 28 18.514
5 12.776 5.863 5.703 13 3.429 21 11.550 0.036 3.381 29 17.500
6 9.167 5.812 4.431 14 4.700 22 13.200 0.034 3.401 30 16.500
7 9.123 5.589 3.400 15 4.700 23 14.850 0.179 3.419 31 14.850
8 9.168 5.590 3.400 16 3.428 24 16.500 1.000
Draft fore markDraft aft mark Free board
No No NoFrom AP (m) From AP (m) From AP (m) Above base (m)Above base (m) Above base (m)
1 0.000 0.000 16.500 1 0.000 2.350 1 7.500
2.350 2 9.000
Draft mid mark Distance from AP to mid draft mark line (m): 8.250
64Page No:HYPET-H100w, Ship Designer. V.2.70, Valling Ship Survey Aps- DK 5700 Svendborg
GORM - OUXM2
C o n t e n t sDate: 22 MAR 2012
Description Page
...................................................................................................................................................................................................................................... 66The list of conditions
...................................................................................................................................................................................................................................... 67The summary conditions table
...................................................................................................................................................................................................................................... 1 - Light Ship 68/Intact shipCondition #
...................................................................................................................................................................................................................................... 2 - Max Load Departure 72/Intact shipCondition #
...................................................................................................................................................................................................................................... 3 - Max Load Arrival 76/Intact shipCondition #
...................................................................................................................................................................................................................................... 4 - Ballast Departure 80/Intact shipCondition #
...................................................................................................................................................................................................................................... 5 - Ballast Arrival 84/Intact shipCondition #
...................................................................................................................................................................................................................................... 88The list of flood points
...................................................................................................................................................................................................................................... 89Max VCG
...................................................................................................................................................................................................................................... 90Next claims were used
...................................................................................................................................................................................................................................... 91The result of claims calculation
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 65Page:
GORM - OUXM2
The list of conditionsDate: 22 MAR 2012Intact ship
No Description Changed Displ.(t) LCG(m) VCG(m) TCG(m) External cargoExt.cond
1 Light Ship 23-02-2012 25.99 7.120 2.176 -0.021 2 Max Load Departure 22-03-2012 33.16 6.989 2.220 -0.011 3 Max Load Arrival 22-03-2012 30.58 6.898 2.247 -0.027 4 Ballast Departure 22-03-2012 29.26 7.297 2.176 -0.013 5 Ballast Arrival 22-03-2012 26.68 7.221 2.202 -0.031
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 66Page:
GORM - OUXM2
Summary of loading conditions (TCG makes heeling)Date: 22 MAR 2012
Cond.Name
- Light Ship - Max Load De
parture
- Max Load Ar
rival
- Ballast Dep
arture
- Ballast Arr
ival
Cond.No 1 2 3 4 5
All the rest of DW-Codes 7.17 4.59 3.27 0.69T
Dead Weight 0.00 7.17 4.59 3.27 0.69T
Light Ship 25.99 25.99 25.99 25.99 25.99T
Condition displacement 25.99 33.16 30.58 29.26 26.68T
Draft Aft 1.026 1.177 1.151 1.044 1.018M
Draft Fore 0.832 0.902 0.840 0.931 0.868M
Draft Mean 0.929 1.039 0.996 0.987 0.943M
Trim (DA-DF) 0.194 0.275 0.311 0.113 0.150M
GM 1.525 1.228 1.261 1.493 1.491M
VCG 2.176 2.220 2.247 2.176 2.202M
VCG Max 2.286 2.279 2.282 2.303 2.292M
< PS > < PS > < PS > < PS > < PS >< SB > < SB > < SB > < SB > < SB >
Equilibrium (EQL) -0.78 -0.55 -1.25 -0.47 -1.17Degr
Area EQL-30 0.100 0.090 0.082 0.100 0.091 0.121 0.101 0.109 0.113 0.122MRad
Area EQL-40(FA3) 0.147 0.130 0.119 0.146 0.133 0.174 0.145 0.154 0.162 0.173MRad
Area 30-40(FA3) 0.047 0.040 0.037 0.045 0.042 0.053 0.043 0.045 0.049 0.051MRad
Max GZ angle 60.000 60.000 60.000 60.000 60.000 58.198 60.000 25.045 60.000 60.000Degr
Max GZ value 0.315 0.259 0.232 0.321 0.290 0.336 0.271 0.264 0.334 0.321M
GZ at 25 0.262 0.232 0.214 0.258 0.239 0.300 0.253 0.264 0.281 0.295M
GZ at 30 0.267 0.233 0.214 0.260 0.240 0.303 0.252 0.261 0.282 0.294M
Flood point (T1)
Height ab.WL (T1) M
Flood Angle1 (FA1) Degr
Flood point (T2)
Height ab.WL (T2) M
Flood Angle2 (FA2) Degr
Flood point (T3) 1 1 1 1 1 1 1 1 1 1
Height ab.WL (T3) 3.166 3.024 3.084 3.119 3.179 3.166 3.024 3.084 3.119 3.179M
Flood Angle3 (FA3) >60.0 >60.0 >60.0 >60.0 >60.0>60.0 >60.0 >60.0 >60.0 >60.0Degr
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 67Page:
GORM - OUXM2Light Ship
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 1Condition No:
Spg.TCode(t/m3) (t) (m4)(m) (m) (m)(m)(m3)
Vol.DWc VCGPos
TNo LCG TCG LengthDescription
Weight IT
0.000 0.000 0.000 0.00
-0.021 2.176 7.120 25.99
Dead weight:
Light ship:
0.000 -0.021 ITc= 25.99 7.120 2.176TOTAL for the condition:
Condition's VCG (M): 2.176
2.286
GMT (M):
Max allowed VCG (M):
KMT (M): 3.701 1.525
0.60 0.62 64.18
WATERLINE(TM/CM)
0.194
1.026Wet SurfHEELING MCT1CMDA (M) DF (M) MEAN TPCTRIM
0.832 0.929 PS -0.78
(M2)Draft at MARK:
1.026
(T/CM)(DA-DF) (°SB/PS)(DA+DF)/2
Draft above BASE:
0.832
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 68Page:
GORM - OUXM2Light Ship
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 1Condition No:
Lateral plane - view from SB
0
1
2
3
4
5
6
7
2- 0 2 4 6 8 01 21 41 61 81 02
DA= 1.026M
DF= 0.832M
DM= 0.929M
MD= 1.040M(N.S)
TR= 0.194M
Freeboard= 1.421M
Margin draft= 0.111M [Moulded max. draft - Mean draft]
View from above
3
2
1
0
1
2
3
4
2- 0 2 4 6 8 01 21 41 61 81 02
AP FP
R= Rest volume to fill for actual DW-code.
(0.0000T/M3) 0%= EMPTY The code is not defined
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 69Page:
GORM - OUXM2Light Ship
Water sp.gravity (t/m3)Date: 22 MAR 2012
1.0250
: 1Condition No:SS=1-13, Shell=12Intact ship
Draft Mark scale.
Y-height above Base Line (m), X-distance from AP (m)
0.0
5.0
0.1
5.1
0.2
5.2
2- 0 2 4 6 8 01 21 41 61 81
DAML
DFML
AP FP
Freeboard
Freeboard Deck
DM.base
\DA=1.026
\DF=0.832
Base Line
Draft using BASE: Draft using MARK: Horizontal distance:
DA.base at AP = 1.026m DA.mark = 1.026m (At aft draft mark) DA.base - DA.mark = 0.000m
DF.base at FP = 0.832m DF.mark = 0.832m (At fore draft mark) DF.base - DF.mark = 0.000m
DM.base at Lpp/2 = 0.929m DM.mark = 0.929m (At Mid draft mark) DM.base - DM.mark = 0.000m
Freeboard = 1.421m
Moulded max. draft = 1.040m [N. Summer(S)]
Margin draft = Moulded max. draft - DM.base = 1.040m - 0.929m = 0.111m
DAML = Draft Mark Aft Line, DFML = Draft Mark Fore Line
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 70Page:
GORM - OUXM2Light Ship
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 1Condition No:
Y: GZ-values (m); X:Angle (°)
4.0-
3.0-
2.0-
1.0-
0.0
1.0
2.0
3.0
4.0
06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06
GZ-curve
WL 8.250m from AP
0.8°PS
Displ.=25.99T \LCG=7.120M \VCG=2.176M \TCG=-0.021M GMt = 1.525M
Angles(-PS°) GZ(M) Angles(+SB°) GZ(M) ________________________________________
0.0 0.021 0.0 0.021 -0.8 Equilibrium 10.0 0.219 -10.0 -0.178 20.0 0.290 -20.0 -0.250 30.0 0.303 -30.0 -0.267 40.0 0.305 -40.0 -0.273 50.0 0.330 -50.0 -0.303 58.2 0.336*Max* -60.0 -0.315 60.0 0.336 -60.0 -0.315*Max*
Flood angles: Used points:1 PS/SB Angles(°) GZ(M) Ab.WL(M) Type No:Description ________________________________________
PS > 3.166 PS > 60.0 T3 1:Engine room opening SB 3.166 SB > 60.0 T3 1:Engine room opening
Angles(-PS°) Area(MR) ________________________________________
-0.8 > -20 0.055 -0.8 > -30 0.100 -0.8 > -40 0.147 -30.0 >-40.0 0.047 -0.8 >-60.0 0.251
Angles(+SB°) Area(MR) ________________________________________
-0.8 > 20 0.069 -0.8 > 30 0.121 -0.8 > 40 0.174 30.0 > 40.0 0.053 -0.8 > 58.2 0.277
GZ curve
STABILITY CRITERIA: (Column WC="Worst Case" use: SB=SB, PS=PS or SP=SB&PS)
Set name: INTACT: Cargoship (Appr.2009-12-11)
-----------------------------------------------------------------------------------------------------------------
Comment | Left/Expression | Value | R | Right/Req.|WC| OK/Not
-----------------------------------------------------------------------------------------------------------------
Min.GM >= 0.15m |GMT 1.5252 >= 0.1500 SP OK
Area ( 0-30) >= 0.055mr |GetGZArea(HeelAngle,30) 0.1003 >= 0.0550 PS OK
Area ( 0-40) >= 0.090mr |GetGZArea(HeelAngle,Min(40,FloodAngle3)) 0.1472 >= 0.0900 PS OK
Area (30-40) >= 0.030mr |GetGZArea(30,Min(40,FloodAngle3)) 0.0468 >= 0.0300 PS OK
Turning point >= 25° |GZMaxAngle 58.1982 >= 25.0000 SB OK
GZ >= 0.2m at angle >=30°|GetGZMax(30,LastAngle) 0.3146 >= 0.2000 PS OK
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 71Page:
GORM - OUXM2Max Load Departure
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 2Condition No:
Spg.TCode(t/m3) (t) (m4)(m) (m) (m)(m)(m3)
Vol.DWc VCGPos
TNo LCG TCG LengthDescription
Weight IT
0.8600 1.30T 3.8 0.131 0.733 7.950 2.55FO 2.9798% 1F.O.Tank 1 1.0000 0.90T 0.1 0.389 0.440 9.150 0.31FW 0.3198% 2F.W. Tank 2 1.0000 1.00 0.0 0.000 4.400 11.000 0.16PER 0.162 Crew 3 1.0000 1.00 0.0 0.000 2.100 10.300 0.90PER 0.90Passenger 4 1.0000 1.00 0.0 -1.200 4.200 14.600 0.24EQ 0.24Crane 5 1.0000 1.00 0.0 0.000 2.700 3.000 3.00DL 3.00Deck Load 6
0.023 1.914 6.516 7.17
-0.021 2.176 7.120 25.99
Dead weight:
Light ship:
0.101* -0.011 ITc= 33.16 6.989 2.220TOTAL for the condition:
Condition's VCG (M): 2.220 (2.119 + 0.101 )
2.279
GMT (M):
Max allowed VCG (M):
KMT (M): 3.448 1.228*
0.63 0.66 69.28
WATERLINE(TM/CM)
0.275
1.177Wet SurfHEELING MCT1CMDA (M) DF (M) MEAN TPCTRIM
0.902 1.039 PS -0.55
(M2)Draft at MARK:
1.177
(T/CM)(DA-DF) (°SB/PS)(DA+DF)/2
Draft above BASE:
0.902
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 72Page:
GORM - OUXM2Max Load Departure
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 2Condition No:
Lateral plane - view from SB
0
1
2
3
4
5
6
7
2- 0 2 4 6 8 01 21 41 61 81 02
DA= 1.177M
DF= 0.902M
DM= 1.039M
MD= 1.040M(N.S)
TR= 0.275M
Freeboard= 1.311M
Margin draft= 0.001M [Moulded max. draft - Mean draft]
View from above
3
2
1
0
1
2
3
4
2- 0 2 4 6 8 01 21 41 61 81 02
AP FP
21
R= Rest volume to fill for actual DW-code.
FO (0.8600T/M3) 2.97M3 Fuel Oil DL (1.0000T/M3) 3.00T Deck Load
FW (1.0000T/M3) 0.31M3 Fresh Water EQ (1.0000T/M3) 0.24T Equipment
PER (1.0000T/M3) 1.06T Person
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 73Page:
GORM - OUXM2Max Load Departure
Water sp.gravity (t/m3)Date: 22 MAR 2012
1.0250
: 2Condition No:SS=1-13, Shell=12Intact ship
Draft Mark scale.
Y-height above Base Line (m), X-distance from AP (m)
0.0
5.0
0.1
5.1
0.2
5.2
2- 0 2 4 6 8 01 21 41 61 81
DAML
DFML
AP FP
Freeboard
Freeboard Deck
DM.base
\DA=1.177
\DF=0.902
Base Line
Draft using BASE: Draft using MARK: Horizontal distance:
DA.base at AP = 1.177m DA.mark = 1.177m (At aft draft mark) DA.base - DA.mark = 0.000m
DF.base at FP = 0.902m DF.mark = 0.902m (At fore draft mark) DF.base - DF.mark = 0.000m
DM.base at Lpp/2 = 1.039m DM.mark = 1.039m (At Mid draft mark) DM.base - DM.mark = 0.000m
Freeboard = 1.311m
Moulded max. draft = 1.040m [N. Summer(S)]
Margin draft = Moulded max. draft - DM.base = 1.040m - 1.039m = 0.001m
DAML = Draft Mark Aft Line, DFML = Draft Mark Fore Line
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 74Page:
GORM - OUXM2Max Load Departure
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 2Condition No:
Y: GZ-values (m); X:Angle (°)
3.0-
2.0-
1.0-
0.0
1.0
2.0
3.0
06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06
GZ-curve
WL 8.250m from AP
0.5°PS
Displ.=33.16T \LCG=6.989M \VCG=2.220M \TCG=-0.011M GMt = 1.228M
Angles(-PS°) GZ(M) Angles(+SB°) GZ(M) ________________________________________
0.0 0.011 0.0 0.011 -0.5 Equilibrium 10.0 0.184 -10.0 -0.161 20.0 0.246 -20.0 -0.224 30.0 0.252 -30.0 -0.233 40.0 0.247 -40.0 -0.229 50.0 0.258 -50.0 -0.243 60.0 0.271 -60.0 -0.259 60.0 0.271*Max* -60.0 -0.259*Max*
Flood angles: Used points:1 PS/SB Angles(°) GZ(M) Ab.WL(M) Type No:Description ________________________________________
PS > 3.024 PS > 60.0 T3 1:Engine room opening SB 3.024 SB > 60.0 T3 1:Engine room opening
Angles(-PS°) Area(MR) ________________________________________
-0.5 > -20 0.050 -0.5 > -30 0.090 -0.5 > -40 0.130 -30.0 >-40.0 0.040 -0.5 >-60.0 0.215
Angles(+SB°) Area(MR) ________________________________________
-0.5 > 20 0.057 -0.5 > 30 0.101 -0.5 > 40 0.145 30.0 > 40.0 0.043 -0.5 > 60.0 0.235
GZ curve
STABILITY CRITERIA: (Column WC="Worst Case" use: SB=SB, PS=PS or SP=SB&PS)
Set name: INTACT: Cargoship (Appr.2009-12-11)
-----------------------------------------------------------------------------------------------------------------
Comment | Left/Expression | Value | R | Right/Req.|WC| OK/Not
-----------------------------------------------------------------------------------------------------------------
Min.GM >= 0.15m |GMT 1.2278 >= 0.1500 SP OK
Area ( 0-30) >= 0.055mr |GetGZArea(HeelAngle,30) 0.0898 >= 0.0550 PS OK
Area ( 0-40) >= 0.090mr |GetGZArea(HeelAngle,Min(40,FloodAngle3)) 0.1300 >= 0.0900 PS OK
Area (30-40) >= 0.030mr |GetGZArea(30,Min(40,FloodAngle3)) 0.0402 >= 0.0300 PS OK
Turning point >= 25° |GZMaxAngle 60.0000 >= 25.0000 SP OK
GZ >= 0.2m at angle >=30°|GetGZMax(30,LastAngle) 0.2594 >= 0.2000 PS OK
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 75Page:
GORM - OUXM2Max Load Arrival
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 3Condition No:
Spg.TCode(t/m3) (t) (m4)(m) (m) (m)(m)(m3)
Vol.DWc VCGPos
TNo LCG TCG LengthDescription
Weight IT
0.8600 1.30T 0.4 -0.006 0.295 7.950 0.26FO 0.3010% 1F.O.Tank 1 1.0000 0.90T 0.0 0.144 0.199 9.150 0.03FW 0.0310% 2F.W. Tank 2 1.0000 1.00 0.0 0.000 4.400 11.000 0.16PER 0.162 Crew 3 1.0000 1.00 0.0 0.000 2.100 10.300 0.90PER 0.90Passenger 4 1.0000 1.00 0.0 -1.200 4.200 14.600 0.24EQ 0.24Crane 5 1.0000 1.00 0.0 0.000 2.700 3.000 3.00DL 3.00Deck Load 6
-0.062 2.566 5.639 4.59
-0.021 2.176 7.120 25.99
Dead weight:
Light ship:
0.012* -0.027 ITc= 30.58 6.898 2.247TOTAL for the condition:
Condition's VCG (M): 2.247 (2.235 + 0.012 )
2.282
GMT (M):
Max allowed VCG (M):
KMT (M): 3.508 1.261*
0.62 0.64 67.26
WATERLINE(TM/CM)
0.311
1.151Wet SurfHEELING MCT1CMDA (M) DF (M) MEAN TPCTRIM
0.840 0.996 PS -1.25
(M2)Draft at MARK:
1.151
(T/CM)(DA-DF) (°SB/PS)(DA+DF)/2
Draft above BASE:
0.840
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 76Page:
GORM - OUXM2Max Load Arrival
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 3Condition No:
Lateral plane - view from SB
0
1
2
3
4
5
6
7
2- 0 2 4 6 8 01 21 41 61 81 02
DA= 1.151M
DF= 0.840M
DM= 0.996M
MD= 1.040M(N.S)
TR= 0.311M
Freeboard= 1.354M
Margin draft= 0.044M [Moulded max. draft - Mean draft]
View from above
3
2
1
0
1
2
3
4
2- 0 2 4 6 8 01 21 41 61 81 02
AP FP
21
R= Rest volume to fill for actual DW-code.
FO (0.8600T/M3) 0.30M3 Fuel Oil DL (1.0000T/M3) 3.00T Deck Load
FW (1.0000T/M3) 0.03M3 Fresh Water EQ (1.0000T/M3) 0.24T Equipment
PER (1.0000T/M3) 1.06T Person
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 77Page:
GORM - OUXM2Max Load Arrival
Water sp.gravity (t/m3)Date: 22 MAR 2012
1.0250
: 3Condition No:SS=1-13, Shell=12Intact ship
Draft Mark scale.
Y-height above Base Line (m), X-distance from AP (m)
0.0
5.0
0.1
5.1
0.2
5.2
2- 0 2 4 6 8 01 21 41 61 81
DAML
DFML
AP FP
Freeboard
Freeboard Deck
DM.base
\DA=1.151
\DF=0.840
Base Line
Draft using BASE: Draft using MARK: Horizontal distance:
DA.base at AP = 1.151m DA.mark = 1.151m (At aft draft mark) DA.base - DA.mark = 0.000m
DF.base at FP = 0.840m DF.mark = 0.840m (At fore draft mark) DF.base - DF.mark = 0.000m
DM.base at Lpp/2 = 0.996m DM.mark = 0.996m (At Mid draft mark) DM.base - DM.mark = 0.000m
Freeboard = 1.354m
Moulded max. draft = 1.040m [N. Summer(S)]
Margin draft = Moulded max. draft - DM.base = 1.040m - 0.996m = 0.044m
DAML = Draft Mark Aft Line, DFML = Draft Mark Fore Line
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 78Page:
GORM - OUXM2Max Load Arrival
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 3Condition No:
Y: GZ-values (m); X:Angle (°)
3.0-
2.0-
1.0-
0.0
1.0
2.0
3.0
06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06
GZ-curve
WL 8.250m from AP
1.3°PS
Displ.=30.58T \LCG=6.898M \VCG=2.247M \TCG=-0.027M GMt = 1.261M
Angles(-PS°) GZ(M) Angles(+SB°) GZ(M) ________________________________________
0.0 0.027 0.0 0.027 -1.3 Equilibrium 10.0 0.201 -10.0 -0.148 20.0 0.259 -20.0 -0.208 25.0 0.264*Max* -30.0 -0.214 30.0 0.261 -40.0 -0.209 40.0 0.251 -50.0 -0.221 50.0 0.256 -60.0 -0.232 60.0 0.259 -60.0 -0.232*Max*
Flood angles: Used points:1 PS/SB Angles(°) GZ(M) Ab.WL(M) Type No:Description ________________________________________
PS > 3.084 PS > 60.0 T3 1:Engine room opening SB 3.084 SB > 60.0 T3 1:Engine room opening
Angles(-PS°) Area(MR) ________________________________________
-1.3 > -20 0.045 -1.3 > -30 0.082 -1.3 > -40 0.119 -30.0 >-40.0 0.037 -1.3 >-60.0 0.196
Angles(+SB°) Area(MR) ________________________________________
-1.3 > 20 0.063 -1.3 > 30 0.109 -1.3 > 40 0.154 30.0 > 40.0 0.045 -1.3 > 25.0 0.086
GZ curve
STABILITY CRITERIA: (Column WC="Worst Case" use: SB=SB, PS=PS or SP=SB&PS)
Set name: INTACT: Cargoship (Appr.2009-12-11)
-----------------------------------------------------------------------------------------------------------------
Comment | Left/Expression | Value | R | Right/Req.|WC| OK/Not
-----------------------------------------------------------------------------------------------------------------
Min.GM >= 0.15m |GMT 1.2614 >= 0.1500 SP OK
Area ( 0-30) >= 0.055mr |GetGZArea(HeelAngle,30) 0.0820 >= 0.0550 PS OK
Area ( 0-40) >= 0.090mr |GetGZArea(HeelAngle,Min(40,FloodAngle3)) 0.1188 >= 0.0900 PS OK
Area (30-40) >= 0.030mr |GetGZArea(30,Min(40,FloodAngle3)) 0.0368 >= 0.0300 PS OK
Turning point >= 25° |GZMaxAngle 25.0450 >= 25.0000 SB OK
GZ >= 0.2m at angle >=30°|GetGZMax(30,LastAngle) 0.2322 >= 0.2000 PS OK
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 79Page:
GORM - OUXM2Ballast Departure
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 4Condition No:
Spg.TCode(t/m3) (t) (m4)(m) (m) (m)(m)(m3)
Vol.DWc VCGPos
TNo LCG TCG LengthDescription
Weight IT
0.8600 1.30T 3.8 0.131 0.733 7.950 2.55FO 2.9798% 1F.O.Tank 1 1.0000 0.90T 0.1 0.389 0.440 9.150 0.31FW 0.3198% 2F.W. Tank 2 1.0000 1.00 0.0 0.000 4.400 11.000 0.16PER 0.162 Crew 3 1.0000 1.00 0.0 -1.200 4.350 14.600 0.24EQ 0.24Crane 5
0.051 1.151 8.703 3.27
-0.021 2.176 7.120 25.99
Dead weight:
Light ship:
0.114* -0.013 ITc= 29.26 7.297 2.176TOTAL for the condition:
Condition's VCG (M): 2.176 (2.062 + 0.114 )
2.303
GMT (M):
Max allowed VCG (M):
KMT (M): 3.669 1.493*
0.63 0.65 67.25
WATERLINE(TM/CM)
0.113
1.044Wet SurfHEELING MCT1CMDA (M) DF (M) MEAN TPCTRIM
0.931 0.987 PS -0.47
(M2)Draft at MARK:
1.044
(T/CM)(DA-DF) (°SB/PS)(DA+DF)/2
Draft above BASE:
0.931
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 80Page:
GORM - OUXM2Ballast Departure
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 4Condition No:
Lateral plane - view from SB
0
1
2
3
4
5
6
2- 0 2 4 6 8 01 21 41 61 81 02
DA= 1.044M
DF= 0.931M
DM= 0.987M
MD= 1.040M(N.S)
TR= 0.113M
Freeboard= 1.363M
Margin draft= 0.053M [Moulded max. draft - Mean draft]
View from above
3
2
1
0
1
2
3
4- 0 4 8 21 61 02
AP FP
21
R= Rest volume to fill for actual DW-code.
FO (0.8600T/M3) 2.97M3 Fuel Oil EQ (1.0000T/M3) 0.24T Equipment
FW (1.0000T/M3) 0.31M3 Fresh Water PER (1.0000T/M3) 0.16T Person
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 81Page:
GORM - OUXM2Ballast Departure
Water sp.gravity (t/m3)Date: 22 MAR 2012
1.0250
: 4Condition No:SS=1-13, Shell=12Intact ship
Draft Mark scale.
Y-height above Base Line (m), X-distance from AP (m)
0.0
5.0
0.1
5.1
0.2
5.2
2- 0 2 4 6 8 01 21 41 61 81
DAML
DFML
AP FP
Freeboard
Freeboard Deck
DM.base
\DA=1.044
\DF=0.931
Base Line
Draft using BASE: Draft using MARK: Horizontal distance:
DA.base at AP = 1.044m DA.mark = 1.044m (At aft draft mark) DA.base - DA.mark = 0.000m
DF.base at FP = 0.931m DF.mark = 0.931m (At fore draft mark) DF.base - DF.mark = 0.000m
DM.base at Lpp/2 = 0.987m DM.mark = 0.987m (At Mid draft mark) DM.base - DM.mark = 0.000m
Freeboard = 1.363m
Moulded max. draft = 1.040m [N. Summer(S)]
Margin draft = Moulded max. draft - DM.base = 1.040m - 0.987m = 0.053m
DAML = Draft Mark Aft Line, DFML = Draft Mark Fore Line
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 82Page:
GORM - OUXM2Ballast Departure
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 4Condition No:
Y: GZ-values (m); X:Angle (°)
4.0-
3.0-
2.0-
1.0-
0.0
1.0
2.0
3.0
4.0
06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06
GZ-curve
WL 8.250m from AP
0.5°PS
Displ.=29.26T \LCG=7.297M \VCG=2.176M \TCG=-0.013M GMt = 1.493M
Angles(-PS°) GZ(M) Angles(+SB°) GZ(M) ________________________________________
0.0 0.013 0.0 0.013 -0.5 Equilibrium 10.0 0.206 -10.0 -0.180 20.0 0.272 -20.0 -0.248 30.0 0.282 -30.0 -0.260 40.0 0.283 -40.0 -0.263 50.0 0.308 -50.0 -0.292 60.0 0.334 -60.0 -0.321 60.0 0.334*Max* -60.0 -0.321*Max*
Flood angles: Used points:1 PS/SB Angles(°) GZ(M) Ab.WL(M) Type No:Description ________________________________________
PS > 3.119 PS > 60.0 T3 1:Engine room opening SB 3.119 SB > 60.0 T3 1:Engine room opening
Angles(-PS°) Area(MR) ________________________________________
-0.5 > -20 0.056 -0.5 > -30 0.100 -0.5 > -40 0.146 -30.0 >-40.0 0.045 -0.5 >-60.0 0.248
Angles(+SB°) Area(MR) ________________________________________
-0.5 > 20 0.064 -0.5 > 30 0.113 -0.5 > 40 0.162 30.0 > 40.0 0.049 -0.5 > 60.0 0.270
GZ curve
STABILITY CRITERIA: (Column WC="Worst Case" use: SB=SB, PS=PS or SP=SB&PS)
Set name: INTACT: Cargoship (Appr.2009-12-11)
-----------------------------------------------------------------------------------------------------------------
Comment | Left/Expression | Value | R | Right/Req.|WC| OK/Not
-----------------------------------------------------------------------------------------------------------------
Min.GM >= 0.15m |GMT 1.4933 >= 0.1500 SP OK
Area ( 0-30) >= 0.055mr |GetGZArea(HeelAngle,30) 0.1004 >= 0.0550 PS OK
Area ( 0-40) >= 0.090mr |GetGZArea(HeelAngle,Min(40,FloodAngle3)) 0.1459 >= 0.0900 PS OK
Area (30-40) >= 0.030mr |GetGZArea(30,Min(40,FloodAngle3)) 0.0455 >= 0.0300 PS OK
Turning point >= 25° |GZMaxAngle 60.0000 >= 25.0000 SP OK
GZ >= 0.2m at angle >=30°|GetGZMax(30,LastAngle) 0.3215 >= 0.2000 PS OK
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 83Page:
GORM - OUXM2Ballast Arrival
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 5Condition No:
Spg.TCode(t/m3) (t) (m4)(m) (m) (m)(m)(m3)
Vol.DWc VCGPos
TNo LCG TCG LengthDescription
Weight IT
0.8600 1.30T 0.4 -0.006 0.295 7.950 0.26FO 0.3010% 1F.O.Tank 1 1.0000 0.90T 0.0 0.144 0.199 9.150 0.03FW 0.0310% 2F.W. Tank 2 1.0000 1.00 0.0 0.000 4.400 11.000 0.16PER 0.162 Crew 3 1.0000 1.00 0.0 -1.200 4.350 14.600 0.24EQ 0.24Crane 5
-0.411 2.644 11.014 0.69
-0.021 2.176 7.120 25.99
Dead weight:
Light ship:
0.014* -0.031 ITc= 26.68 7.221 2.202TOTAL for the condition:
Condition's VCG (M): 2.202 (2.188 + 0.014 )
2.292
GMT (M):
Max allowed VCG (M):
KMT (M): 3.693 1.491*
0.61 0.63 64.92
WATERLINE(TM/CM)
0.150
1.018Wet SurfHEELING MCT1CMDA (M) DF (M) MEAN TPCTRIM
0.868 0.943 PS -1.17
(M2)Draft at MARK:
1.018
(T/CM)(DA-DF) (°SB/PS)(DA+DF)/2
Draft above BASE:
0.868
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 84Page:
GORM - OUXM2Ballast Arrival
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 5Condition No:
Lateral plane - view from SB
0
1
2
3
4
5
6
2- 0 2 4 6 8 01 21 41 61 81 02
DA= 1.018M
DF= 0.868M
DM= 0.943M
MD= 1.040M(N.S)
TR= 0.150M
Freeboard= 1.407M
Margin draft= 0.097M [Moulded max. draft - Mean draft]
View from above
3
2
1
0
1
2
3
4- 0 4 8 21 61 02
AP FP
21
R= Rest volume to fill for actual DW-code.
FO (0.8600T/M3) 0.30M3 Fuel Oil EQ (1.0000T/M3) 0.24T Equipment
FW (1.0000T/M3) 0.03M3 Fresh Water PER (1.0000T/M3) 0.16T Person
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 85Page:
GORM - OUXM2Ballast Arrival
Water sp.gravity (t/m3)Date: 22 MAR 2012
1.0250
: 5Condition No:SS=1-13, Shell=12Intact ship
Draft Mark scale.
Y-height above Base Line (m), X-distance from AP (m)
0.0
5.0
0.1
5.1
0.2
5.2
2- 0 2 4 6 8 01 21 41 61 81
DAML
DFML
AP FP
Freeboard
Freeboard Deck
DM.base
\DA=1.018
\DF=0.868
Base Line
Draft using BASE: Draft using MARK: Horizontal distance:
DA.base at AP = 1.018m DA.mark = 1.018m (At aft draft mark) DA.base - DA.mark = 0.000m
DF.base at FP = 0.868m DF.mark = 0.868m (At fore draft mark) DF.base - DF.mark = 0.000m
DM.base at Lpp/2 = 0.943m DM.mark = 0.943m (At Mid draft mark) DM.base - DM.mark = 0.000m
Freeboard = 1.407m
Moulded max. draft = 1.040m [N. Summer(S)]
Margin draft = Moulded max. draft - DM.base = 1.040m - 0.943m = 0.097m
DAML = Draft Mark Aft Line, DFML = Draft Mark Fore Line
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 86Page:
GORM - OUXM2Ballast Arrival
Water sp.gravity (t/m3) Date: 22 MAR 2012SS=1-13, Shell=12Intact ship 1.0250
: 5Condition No:
Y: GZ-values (m); X:Angle (°)
3.0-
2.0-
1.0-
0.0
1.0
2.0
3.0
4.0
06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06
GZ-curve
WL 8.250m from AP
1.2°PS
Displ.=26.68T \LCG=7.221M \VCG=2.202M \TCG=-0.031M GMt = 1.491M
Angles(-PS°) GZ(M) Angles(+SB°) GZ(M) ________________________________________
0.0 0.031 0.0 0.031 -1.2 Equilibrium 10.0 0.224 -10.0 -0.162 20.0 0.288 -20.0 -0.229 30.0 0.294 -30.0 -0.240 40.0 0.291 -40.0 -0.243 50.0 0.312 -50.0 -0.272 60.0 0.321 -60.0 -0.290 60.0 0.321*Max* -60.0 -0.290*Max*
Flood angles: Used points:1 PS/SB Angles(°) GZ(M) Ab.WL(M) Type No:Description ________________________________________
PS > 3.179 PS > 60.0 T3 1:Engine room opening SB 3.179 SB > 60.0 T3 1:Engine room opening
Angles(-PS°) Area(MR) ________________________________________
-1.2 > -20 0.050 -1.2 > -30 0.091 -1.2 > -40 0.133 -30.0 >-40.0 0.042 -1.2 >-60.0 0.227
Angles(+SB°) Area(MR) ________________________________________
-1.2 > 20 0.071 -1.2 > 30 0.122 -1.2 > 40 0.173 30.0 > 40.0 0.051 -1.2 > 60.0 0.281
GZ curve
STABILITY CRITERIA: (Column WC="Worst Case" use: SB=SB, PS=PS or SP=SB&PS)
Set name: INTACT: Cargoship (Appr.2009-12-11)
-----------------------------------------------------------------------------------------------------------------
Comment | Left/Expression | Value | R | Right/Req.|WC| OK/Not
-----------------------------------------------------------------------------------------------------------------
Min.GM >= 0.15m |GMT 1.4910 >= 0.1500 SP OK
Area ( 0-30) >= 0.055mr |GetGZArea(HeelAngle,30) 0.0910 >= 0.0550 PS OK
Area ( 0-40) >= 0.090mr |GetGZArea(HeelAngle,Min(40,FloodAngle3)) 0.1330 >= 0.0900 PS OK
Area (30-40) >= 0.030mr |GetGZArea(30,Min(40,FloodAngle3)) 0.0419 >= 0.0300 PS OK
Turning point >= 25° |GZMaxAngle 60.0000 >= 25.0000 SP OK
GZ >= 0.2m at angle >=30°|GetGZMax(30,LastAngle) 0.2900 >= 0.2000 PS OK
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 87Page:
GORM - OUXM2
The list of flood pointsDate: 22 MAR 2012Intact ship
Type From AP (m) From CL (m) Above BASE (m)DENo Commentary
4.120 1 2.193Engine room opening 3.6003
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 88Page:
GORM - OUXM2
Max VCG.Date: 22 MAR 2012
Y: MaxVCG (M) X: Displacement (T)
61.2
02.2
42.2
82.2
23.2
63.2
04.2
81 02 22 42 62 82 03 23 43 63 83
Trim 1(-0.500m) Trim 2(0.000m) Trim 3(0.250m) Trim 4(0.500m)
\1
\2
\3
\4
\5
Damage No Displacement(T) Max VCG(m) Remainder VCG(m)Mean draft(m) Actual VCG(m)Cond.No
2.286 2.176 0.110 26.0 0.929 1 0
2.279 2.220 0.059 33.2 1.039 2 0
2.282 2.247 0.035 30.6 0.996 3 0
2.303 2.176 0.127 29.3 0.987 4 0
2.292 2.202 0.090 26.7 0.943 5 0
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 89Page:
GORM - OUXM2
Next claims were usedDate: 22 MAR 2012
Set name: INTACT: Cargoship (Appr.2009-12-11)
----------------------------------------------------------------------------------------------------
Set | ID | CLAIMS
----------------------------------------------------------------------------------------------------
0 1 Left part >= Right part
Left part = GMT
Right part = 0.15
0 2 Left part >= Right part
Left part = GetGZArea(HeelAngle,30)
Right part = 0.055
0 3 Left part >= Right part
Left part = GetGZArea(HeelAngle,Min(40,FloodAngle3))
Right part = 0.09
0 4 Left part >= Right part
Left part = GetGZArea(30,Min(40,FloodAngle3))
Right part = 0.03
0 5 Left part >= Right part
Left part = GZMaxAngle
Right part = 25
0 6 Left part >= Right part
Left part = GetGZMax(30,LastAngle)
Right part = 0.2
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 90Page:
GORM - OUXM2
Results of claims calculationDate: 22 MAR 2012
Set name: INTACT: Cargoship (Appr.2009-12-11)
------------------------------------------------------------------------------------------------------------------
ID: 1 Min.GM >= 0.15m
(GMT)>=(0.15)
Cond | Dam | Result | Remaining values | Left part | Right part |
No | No | PS | SB | PS | SB | PS | SB | PS | SB |
------------------------------------------------------------------------------------------------------------------
1 0 TRUE TRUE 1.5252 1.5252 0.1500 0.1500(+1.3752) (+1.3752)
2 0 TRUE TRUE 1.2278 1.2278 0.1500 0.1500(+1.0778) (+1.0778)
3 0 TRUE TRUE 1.2614 1.2614 0.1500 0.1500(+1.1114) (+1.1114)
4 0 TRUE TRUE 1.4933 1.4933 0.1500 0.1500(+1.3433) (+1.3433)
5 0 TRUE TRUE 1.4910 1.4910 0.1500 0.1500(+1.3410) (+1.3410)
ID: 2 Area ( 0-30) >= 0.055mr
(GetGZArea(HeelAngle,30))>=(0.055)
Cond | Dam | Result | Remaining values | Left part | Right part |
No | No | PS | SB | PS | SB | PS | SB | PS | SB |
------------------------------------------------------------------------------------------------------------------
1 0 TRUE TRUE 0.1003 0.1212 0.0550 0.0550(+0.0453) (+0.0662)
2 0 TRUE TRUE 0.0898 0.1012 0.0550 0.0550(+0.0348) (+0.0462)
3 0 TRUE TRUE 0.0820 0.1091 0.0550 0.0550(+0.0270) (+0.0541)
4 0 TRUE TRUE 0.1004 0.1132 0.0550 0.0550(+0.0454) (+0.0582)
5 0 TRUE TRUE 0.0910 0.1219 0.0550 0.0550(+0.0360) (+0.0669)
ID: 3 Area ( 0-40) >= 0.090mr
(GetGZArea(HeelAngle,Min(40,FloodAngle3)))>=(0.09)
Cond | Dam | Result | Remaining values | Left part | Right part |
No | No | PS | SB | PS | SB | PS | SB | PS | SB |
------------------------------------------------------------------------------------------------------------------
1 0 TRUE TRUE 0.1472 0.1740 0.0900 0.0900(+0.0572) (+0.0840)
2 0 TRUE TRUE 0.1300 0.1446 0.0900 0.0900(+0.0400) (+0.0546)
3 0 TRUE TRUE 0.1188 0.1537 0.0900 0.0900(+0.0288) (+0.0637)
4 0 TRUE TRUE 0.1459 0.1623 0.0900 0.0900(+0.0559) (+0.0723)
5 0 TRUE TRUE 0.1330 0.1727 0.0900 0.0900(+0.0430) (+0.0827)
ID: 4 Area (30-40) >= 0.030mr
(GetGZArea(30,Min(40,FloodAngle3)))>=(0.03)
Cond | Dam | Result | Remaining values | Left part | Right part |
No | No | PS | SB | PS | SB | PS | SB | PS | SB |
------------------------------------------------------------------------------------------------------------------
1 0 TRUE TRUE 0.0468 0.0528 0.0300 0.0300(+0.0168) (+0.0228)
2 0 TRUE TRUE 0.0402 0.0434 0.0300 0.0300(+0.0102) (+0.0134)
3 0 TRUE TRUE 0.0368 0.0445 0.0300 0.0300(+0.0068) (+0.0145)
4 0 TRUE TRUE 0.0455 0.0491 0.0300 0.0300(+0.0155) (+0.0191)
5 0 TRUE TRUE 0.0419 0.0508 0.0300 0.0300(+0.0119) (+0.0208)
ID: 5 Turning point >= 25°
(GZMaxAngle)>=(25)
Cond | Dam | Result | Remaining values | Left part | Right part |
No | No | PS | SB | PS | SB | PS | SB | PS | SB |
------------------------------------------------------------------------------------------------------------------
1 0 TRUE TRUE 60.0000 58.1982 25.0000 25.0000(+35.0000) (+33.1982)
2 0 TRUE TRUE 60.0000 60.0000 25.0000 25.0000(+35.0000) (+35.0000)
3 0 TRUE TRUE 60.0000 25.0450 25.0000 25.0000(+35.0000) (+0.0450)
4 0 TRUE TRUE 60.0000 60.0000 25.0000 25.0000(+35.0000) (+35.0000)
5 0 TRUE TRUE 60.0000 60.0000 25.0000 25.0000(+35.0000) (+35.0000)
ID: 6 GZ >= 0.2m at angle >=30°
(GetGZMax(30,LastAngle))>=(0.2)
Cond | Dam | Result | Remaining values | Left part | Right part |
No | No | PS | SB | PS | SB | PS | SB | PS | SB |
------------------------------------------------------------------------------------------------------------------
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 91Page:
GORM - OUXM2
Results of claims calculationDate: 22 MAR 2012
Set name: INTACT: Cargoship (Appr.2009-12-11)
1 0 TRUE TRUE 0.3146 0.3356 0.2000 0.2000(+0.1146) (+0.1356)
2 0 TRUE TRUE 0.2594 0.2708 0.2000 0.2000(+0.0594) (+0.0708)
3 0 TRUE TRUE 0.2322 0.2606 0.2000 0.2000(+0.0322) (+0.0606)
4 0 TRUE TRUE 0.3215 0.3344 0.2000 0.2000(+0.1215) (+0.1344)
5 0 TRUE TRUE 0.2900 0.3210 0.2000 0.2000(+0.0900) (+0.1210)
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 92Page:
GORM - OUXM2Crane calculation: See DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop
Date 22 MAR 2012
C O N T E N T
Description Page
The rule: DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop................................... 94
Condition #1,Light Ship .....................................................[Cr.pos. 1] 95
Condition #2,Max Load Departure .............................................[Cr.pos. 1] 97
Condition #3,Max Load Arrival ...............................................[Cr.pos. 1] 99
Condition #4,Ballast Departure ..............................................[Cr.pos. 1] 101
Condition #5,Ballast Arrival ................................................[Cr.pos. 1] 103
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 93Page:
GORM - OUXM2Crane calculation: See DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop
Date 22 MAR 2012
Fig.1 Stability with loss of crane load
RL1 = Net righting lever (GZ) curve for the condition before loss of crane load,corrected for crane heelingmoment and for the righting moment provided by the counter ballast if applicable.RL2 = Net righting lever (GZ) curve for the condition, after loss of crane load, corrected for the transversemoment provided by the counter ballast if applicable.QL = Static angle of equilibrium before loss of crane load.QL may alternatively be determined by the equationQL = arctan (TCG/ GMT)if this result in a small angle of heel.TCG is then to be taken as the vessel's transverse center of gravity before loss of crane load, and GMT is the corrected transverse metacentric height in the same condition.Qe = Static angle of equilibrium after loss of crane load.QF = Angle of down flooding as defined in Pt.3, Ch.3, Sec.9.Guidance note:Net righting lever implies that the calculation of the GZ curve includes the vessel's true transverse centreof gravity as function of the angle of heelThe effect of accidental drop of crane load shall be investigated and shall meet the following criteria:* The restoring energy represented by Area A2 in fig.1 is to be at least 40% in excess of the potentialenergy represented by area A1, like A2 >= 1.4*A1* The angle of static equilibrium Qe after loss of crane load shall not be more than 15 degrees from the upright.
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 94Page:
GORM - OUXM2Crane calculation: See DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop
Date 22 MAR 2012SS=1-13, Shell=121.0250 Intact shipWater sp.gravity (T/M3):
Condition No: Light Ship 1
Used Crane #1, type 1, subtype 3 GORM DECK CRANE
Crane position # 1 MAX. MOMENT TR0
The view from aft: X=distance from CL(+SB), Y=Distance above BASE
0
2
4
6
8
01
4.2- 2.1- 0.0 2.1 4.2 6.3 8.4
Base Line
C L
Crane: Home Lift Drop
Hor.angle(°) 0.0
Vert.angle(°) 0.0
WFP above WLP (m) 0.000
Rotation center
From AP (m) 14.600
From CL (m) 1.200
-90.0
90.0
14.600
1.200
90.0
-90.0
14.600
1.200
Allowed Max. Moment (t*m): 2.00
Actual moment LIFT (t*m) : 1.92
Actual moment DROP (t*m) : 1.92
H
L
D
The view from above: X=distance from AP, Y=Distance from CL(+SB)
5
3
1
1
3
5
0 4 8 21 61 02 42
\AP
PS(-)
SB(+)
\FP
AP
C L
HL
D
The view from side: X=distance from AP, Y=Distance above BASE
0
2
4
6
8
01
0 4 8 21 61 02 42
AP
Base Line
H
L
D
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 95Page:
GORM - OUXM2Crane calculation: See DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop
Date 22 MAR 2012SS=1-13, Shell=121.0250 Intact shipWater sp.gravity (T/M3):
Condition No: Light Ship 1
Condition after crane lost load: Disp.25.39T, LCG=6.921M, VCG=2.135M, TCG=0.041M, HeelAngle=1.6°
4.0
3.0
2.0
1.0
0.0
1.0
2.0
3.0
4.0
06- 04- 02- 0 02 04 06
Load lost GZ
A2
A1
Used Crane: #1, type 1, subtype 3 GORM DECK CRANE Crane center: LCG(m): 14.600 TCG(m): 1.200
Position #1 MAX. MOMENT TR0
Load
"B.Drop""Home"Position: "A.Lift"
Weight MOVED(T): 0.600
LCG(M): 14.600 14.600 14.600
VCG(M): 8.260 1.860 3.600
TCG(M): -2.000 4.400}WFP
VCG_input(M) 6.500 1.860
-2.000
Crane
Position: "B.Drop""Home" "A.Lift"
Weight(T): 0.360
14.600 16.200LCG(M): 14.600
VCG(M): 5.120 4.053 4.587
TCG(M): 0.133 2.267 1.200
Crane + Load
Position: "B.Drop""A.Lift"
Weight(T): 0.960
14.600LCG(M): 14.600
VCG(M): 7.083 2.683
TCG(M): -1.200 3.600
WFP - Weight Fastening Point. Coordinates of WFP are used in calculation as Load's LCG,VCG,TCG
Antiheeling tanks are not used for calculation.
"Load" is included in condition # 1
"Load" and "Crane arm" are MOVED from LIFT to DROP position, then the "Load" is dropped.
Condition # 1
Displ.(T): 25.99
LCG(M): 7.120
VCG(M): 2.176
TCG(M): -0.021
DA(M) 1.026
DF(M): 0.832
Trim(M): 0.194
GMT(M): 1.525
Heel angle(°) -0.8 PS
Before DROP condition
Displ.(T): 25.99
LCG(M): 7.098
VCG(M): 2.128
TCG(M): 0.142
DA(M) 1.022
DF(M): 0.808
0.214Trim(M):
GMT(M): 1.116
Heel angle(°) 5.9 SB
After DROP condition
Displ.(T): 25.39
LCG(M): 6.921
VCG(M): 2.135
TCG(M): 0.041
DA(M) 1.052
DF(M):
1.497
SB
0.772
Trim(M): 0.280
GMT(M):
Heel angle(°) 1.6
After LIFT condition
Displ.(T): 25.99
LCG(M): 7.098
VCG(M): 2.291
TCG(M): -0.036
DA(M) 1.030
DF(M): 0.825
0.205Trim(M):
GMT(M): 1.370
Heel angle(°) -1.5 PS
Angle of down flooding 40.0 °
Max alloved heeling angle: ° 5.0 To change heel angle at DROP position from 5.9°SB to 5.0°SB: Add 0(T*M) on PS
Area A1: 0.004
Area A2: 0.199
A2 >= 1.4*A1 (0.199 - 1.4*0.004 = 0.193)
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 96Page:
GORM - OUXM2Crane calculation: See DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop
Date 22 MAR 2012SS=1-13, Shell=121.0250 Intact shipWater sp.gravity (T/M3):
Condition No: Max Load Departure 2
Used Crane #1, type 1, subtype 3 GORM DECK CRANE
Crane position # 1 MAX. MOMENT TR0
The view from aft: X=distance from CL(+SB), Y=Distance above BASE
0
2
4
6
8
01
4.2- 2.1- 0.0 2.1 4.2 6.3 8.4
Base Line
C L
Crane: Home Lift Drop
Hor.angle(°) 0.0
Vert.angle(°) 0.0
WFP above WLP (m) 0.000
Rotation center
From AP (m) 14.600
From CL (m) 1.200
-90.0
90.0
14.600
1.200
90.0
-90.0
14.600
1.200
Allowed Max. Moment (t*m): 2.00
Actual moment LIFT (t*m) : 1.92
Actual moment DROP (t*m) : 1.92
H
L
D
The view from above: X=distance from AP, Y=Distance from CL(+SB)
5
3
1
1
3
5
0 4 8 21 61 02 42
\AP
PS(-)
SB(+)
\FP
AP
C L
HL
D
The view from side: X=distance from AP, Y=Distance above BASE
0
2
4
6
8
01
0 4 8 21 61 02 42
AP
Base Line
H
L
D
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 97Page:
GORM - OUXM2Crane calculation: See DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop
Date 22 MAR 2012SS=1-13, Shell=121.0250 Intact shipWater sp.gravity (T/M3):
Condition No: Max Load Departure 2
Condition after crane lost load: Disp.32.56T, LCG=6.831M, VCG=2.189M, TCG=0.037M, HeelAngle=1.7°
4.0
3.0
2.0
1.0
0.0
1.0
2.0
3.0
06- 04- 02- 0 02 04 06
Load lost GZ
A2
A1
Used Crane: #1, type 1, subtype 3 GORM DECK CRANE Crane center: LCG(m): 14.600 TCG(m): 1.200
Position #1 MAX. MOMENT TR0
Load
"B.Drop""Home"Position: "A.Lift"
Weight MOVED(T): 0.600
LCG(M): 14.600 14.600 14.600
VCG(M): 8.260 1.860 3.600
TCG(M): -2.000 4.400}WFP
VCG_input(M) 6.500 1.860
-2.000
Crane
Position: "B.Drop""Home" "A.Lift"
Weight(T): 0.360
14.600 16.200LCG(M): 14.600
VCG(M): 5.120 4.053 4.587
TCG(M): 0.133 2.267 1.200
Crane + Load
Position: "B.Drop""A.Lift"
Weight(T): 0.960
14.600LCG(M): 14.600
VCG(M): 7.083 2.683
TCG(M): -1.200 3.600
WFP - Weight Fastening Point. Coordinates of WFP are used in calculation as Load's LCG,VCG,TCG
Antiheeling tanks are not used for calculation.
"Load" is included in condition # 2
"Load" and "Crane arm" are MOVED from LIFT to DROP position, then the "Load" is dropped.
Condition # 2
Displ.(T): 33.16
LCG(M): 6.989
VCG(M): 2.220
TCG(M): -0.011
DA(M) 1.177
DF(M): 0.902
Trim(M): 0.275
GMT(M): 1.228
Heel angle(°) -0.5 PS
Before DROP condition
Displ.(T): 33.16
LCG(M): 6.972
VCG(M): 2.183
TCG(M): 0.116
DA(M) 1.181
DF(M): 0.882
0.299Trim(M):
GMT(M): 1.030
Heel angle(°) 5.6 SB
After DROP condition
Displ.(T): 32.56
LCG(M): 6.831
VCG(M): 2.189
TCG(M): 0.037
DA(M) 1.202
DF(M):
1.231
SB
0.846
Trim(M): 0.356
GMT(M):
Heel angle(°) 1.7
After LIFT condition
Displ.(T): 33.16
LCG(M): 6.972
VCG(M): 2.310
TCG(M): -0.023
DA(M) 1.181
DF(M): 0.896
0.285Trim(M):
GMT(M): 1.134
Heel angle(°) -1.2 PS
Angle of down flooding 40.0 °
Max alloved heeling angle: ° 5.0 To change heel angle at DROP position from 5.6°SB to 5.0°SB: Add 0(T*M) on PS
Area A1: 0.003
Area A2: 0.170
A2 >= 1.4*A1 (0.170 - 1.4*0.003 = 0.166)
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 98Page:
GORM - OUXM2Crane calculation: See DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop
Date 22 MAR 2012SS=1-13, Shell=121.0250 Intact shipWater sp.gravity (T/M3):
Condition No: Max Load Arrival 3
Used Crane #1, type 1, subtype 3 GORM DECK CRANE
Crane position # 1 MAX. MOMENT TR0
The view from aft: X=distance from CL(+SB), Y=Distance above BASE
0
2
4
6
8
01
4.2- 2.1- 0.0 2.1 4.2 6.3 8.4
Base Line
C L
Crane: Home Lift Drop
Hor.angle(°) 0.0
Vert.angle(°) 0.0
WFP above WLP (m) 0.000
Rotation center
From AP (m) 14.600
From CL (m) 1.200
-90.0
90.0
14.600
1.200
90.0
-90.0
14.600
1.200
Allowed Max. Moment (t*m): 2.00
Actual moment LIFT (t*m) : 1.92
Actual moment DROP (t*m) : 1.92
H
L
D
The view from above: X=distance from AP, Y=Distance from CL(+SB)
5
3
1
1
3
5
0 4 8 21 61 02 42
\AP
PS(-)
SB(+)
\FP
AP
C L
HL
D
The view from side: X=distance from AP, Y=Distance above BASE
0
2
4
6
8
01
0 4 8 21 61 02 42
AP
Base Line
H
L
D
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 99Page:
GORM - OUXM2Crane calculation: See DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop
Date 22 MAR 2012SS=1-13, Shell=121.0250 Intact shipWater sp.gravity (T/M3):
Condition No: Max Load Arrival 3
Condition after crane lost load: Disp.29.98T, LCG=6.724M, VCG=2.214M, TCG=0.025M, HeelAngle=1.1°
3.0
2.0
1.0
0.0
1.0
2.0
3.0
06- 04- 02- 0 02 04 06
Load lost GZ
A2
A1
Used Crane: #1, type 1, subtype 3 GORM DECK CRANE Crane center: LCG(m): 14.600 TCG(m): 1.200
Position #1 MAX. MOMENT TR0
Load
"B.Drop""Home"Position: "A.Lift"
Weight MOVED(T): 0.600
LCG(M): 14.600 14.600 14.600
VCG(M): 8.260 1.860 3.600
TCG(M): -2.000 4.400}WFP
VCG_input(M) 6.500 1.860
-2.000
Crane
Position: "B.Drop""Home" "A.Lift"
Weight(T): 0.360
14.600 16.200LCG(M): 14.600
VCG(M): 5.120 4.053 4.587
TCG(M): 0.133 2.267 1.200
Crane + Load
Position: "B.Drop""A.Lift"
Weight(T): 0.960
14.600LCG(M): 14.600
VCG(M): 7.083 2.683
TCG(M): -1.200 3.600
WFP - Weight Fastening Point. Coordinates of WFP are used in calculation as Load's LCG,VCG,TCG
Antiheeling tanks are not used for calculation.
"Load" is included in condition # 3
"Load" and "Crane arm" are MOVED from LIFT to DROP position, then the "Load" is dropped.
Condition # 3
Displ.(T): 30.58
LCG(M): 6.898
VCG(M): 2.247
TCG(M): -0.027
DA(M) 1.151
DF(M): 0.840
Trim(M): 0.311
GMT(M): 1.261
Heel angle(°) -1.3 PS
Before DROP condition
Displ.(T): 30.58
LCG(M): 6.879
VCG(M): 2.207
TCG(M): 0.111
DA(M) 1.155
DF(M): 0.821
0.334Trim(M):
GMT(M): 1.065
Heel angle(°) 5.2 SB
After DROP condition
Displ.(T): 29.98
LCG(M): 6.724
VCG(M): 2.214
TCG(M): 0.025
DA(M) 1.177
DF(M):
1.281
SB
0.783
Trim(M): 0.394
GMT(M):
Heel angle(°) 1.1
After LIFT condition
Displ.(T): 30.58
LCG(M): 6.879
VCG(M): 2.345
TCG(M): -0.040
DA(M) 1.156
DF(M): 0.833
0.323Trim(M):
GMT(M): 1.139
Heel angle(°) -2.0 PS
Angle of down flooding 40.0 °
Max alloved heeling angle: ° 5.0 To change heel angle at DROP position from 5.2°SB to 5.0°SB: Add 0(T*M) on PS
Area A1: 0.003
Area A2: 0.162
A2 >= 1.4*A1 (0.162 - 1.4*0.003 = 0.157)
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 100Page:
GORM - OUXM2Crane calculation: See DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop
Date 22 MAR 2012SS=1-13, Shell=121.0250 Intact shipWater sp.gravity (T/M3):
Condition No: Ballast Departure 4
Used Crane #1, type 1, subtype 3 GORM DECK CRANE
Crane position # 1 MAX. MOMENT TR0
The view from aft: X=distance from CL(+SB), Y=Distance above BASE
0
2
4
6
8
01
4.2- 2.1- 0.0 2.1 4.2 6.3 8.4
Base Line
C L
Crane: Home Lift Drop
Hor.angle(°) 0.0
Vert.angle(°) 0.0
WFP above WLP (m) 0.000
Rotation center
From AP (m) 14.600
From CL (m) 1.200
-90.0
90.0
14.600
1.200
90.0
-90.0
14.600
1.200
Allowed Max. Moment (t*m): 2.00
Actual moment LIFT (t*m) : 1.92
Actual moment DROP (t*m) : 1.92
H
L
D
The view from above: X=distance from AP, Y=Distance from CL(+SB)
5
3
1
1
3
5
0 4 8 21 61 02 42
\AP
PS(-)
SB(+)
\FP
AP
C L
HL
D
The view from side: X=distance from AP, Y=Distance above BASE
0
2
4
6
8
01
0 4 8 21 61 02 42
AP
Base Line
H
L
D
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 101Page:
GORM - OUXM2Crane calculation: See DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop
Date 22 MAR 2012SS=1-13, Shell=121.0250 Intact shipWater sp.gravity (T/M3):
Condition No: Ballast Departure 4
Condition after crane lost load: Disp.28.66T, LCG=7.124M, VCG=2.139M, TCG=0.042M, HeelAngle=1.6°
4.0
3.0
2.0
1.0
0.0
1.0
2.0
3.0
4.0
06- 04- 02- 0 02 04 06
Load lost GZ
A2
A1
Used Crane: #1, type 1, subtype 3 GORM DECK CRANE Crane center: LCG(m): 14.600 TCG(m): 1.200
Position #1 MAX. MOMENT TR0
Load
"B.Drop""Home"Position: "A.Lift"
Weight MOVED(T): 0.600
LCG(M): 14.600 14.600 14.600
VCG(M): 8.260 1.860 3.600
TCG(M): -2.000 4.400}WFP
VCG_input(M) 6.500 1.860
-2.000
Crane
Position: "B.Drop""Home" "A.Lift"
Weight(T): 0.360
14.600 16.200LCG(M): 14.600
VCG(M): 5.120 4.053 4.587
TCG(M): 0.133 2.267 1.200
Crane + Load
Position: "B.Drop""A.Lift"
Weight(T): 0.960
14.600LCG(M): 14.600
VCG(M): 7.083 2.683
TCG(M): -1.200 3.600
WFP - Weight Fastening Point. Coordinates of WFP are used in calculation as Load's LCG,VCG,TCG
Antiheeling tanks are not used for calculation.
"Load" is included in condition # 4
"Load" and "Crane arm" are MOVED from LIFT to DROP position, then the "Load" is dropped.
Condition # 4
Displ.(T): 29.26
LCG(M): 7.297
VCG(M): 2.176
TCG(M): -0.013
DA(M) 1.044
DF(M): 0.931
Trim(M): 0.113
GMT(M): 1.493
Heel angle(°) -0.5 PS
Before DROP condition
Displ.(T): 29.26
LCG(M): 7.277
VCG(M): 2.134
TCG(M): 0.131
DA(M) 1.045
DF(M): 0.910
0.134Trim(M):
GMT(M): 1.123
Heel angle(°) 5.5 SB
After DROP condition
Displ.(T): 28.66
LCG(M): 7.124
VCG(M): 2.139
TCG(M): 0.042
DA(M) 1.069
DF(M):
1.463
SB
0.874
Trim(M): 0.195
GMT(M):
Heel angle(°) 1.6
After LIFT condition
Displ.(T): 29.26
LCG(M): 7.277
VCG(M): 2.278
TCG(M): -0.026
DA(M) 1.048
DF(M): 0.925
0.123Trim(M):
GMT(M): 1.366
Heel angle(°) -1.1 PS
Angle of down flooding 40.0 °
Max alloved heeling angle: ° 5.0 To change heel angle at DROP position from 5.5°SB to 5.0°SB: Add 0(T*M) on PS
Area A1: 0.003
Area A2: 0.192
A2 >= 1.4*A1 (0.192 - 1.4*0.003 = 0.187)
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 102Page:
GORM - OUXM2Crane calculation: See DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop
Date 22 MAR 2012SS=1-13, Shell=121.0250 Intact shipWater sp.gravity (T/M3):
Condition No: Ballast Arrival 5
Used Crane #1, type 1, subtype 3 GORM DECK CRANE
Crane position # 1 MAX. MOMENT TR0
The view from aft: X=distance from CL(+SB), Y=Distance above BASE
0
2
4
6
8
01
4.2- 2.1- 0.0 2.1 4.2 6.3 8.4
Base Line
C L
Crane: Home Lift Drop
Hor.angle(°) 0.0
Vert.angle(°) 0.0
WFP above WLP (m) 0.000
Rotation center
From AP (m) 14.600
From CL (m) 1.200
-90.0
90.0
14.600
1.200
90.0
-90.0
14.600
1.200
Allowed Max. Moment (t*m): 2.00
Actual moment LIFT (t*m) : 1.92
Actual moment DROP (t*m) : 1.92
H
L
D
The view from above: X=distance from AP, Y=Distance from CL(+SB)
5
3
1
1
3
5
0 4 8 21 61 02 42
\AP
PS(-)
SB(+)
\FP
AP
C L
HL
D
The view from side: X=distance from AP, Y=Distance above BASE
0
2
4
6
8
01
0 4 8 21 61 02 42
AP
Base Line
H
L
D
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 103Page:
GORM - OUXM2Crane calculation: See DNV Pt.5 Ch.7 Sec.7 D200 Accidental load drop
Date 22 MAR 2012SS=1-13, Shell=121.0250 Intact shipWater sp.gravity (T/M3):
Condition No: Ballast Arrival 5
Condition after crane lost load: Disp.26.08T, LCG=7.029M, VCG=2.163M, TCG=0.029M, HeelAngle=1.1°
4.0
3.0
2.0
1.0
0.0
1.0
2.0
3.0
4.0
06- 04- 02- 0 02 04 06
Load lost GZ
A2
A1
Used Crane: #1, type 1, subtype 3 GORM DECK CRANE Crane center: LCG(m): 14.600 TCG(m): 1.200
Position #1 MAX. MOMENT TR0
Load
"B.Drop""Home"Position: "A.Lift"
Weight MOVED(T): 0.600
LCG(M): 14.600 14.600 14.600
VCG(M): 8.260 1.860 3.600
TCG(M): -2.000 4.400}WFP
VCG_input(M) 6.500 1.860
-2.000
Crane
Position: "B.Drop""Home" "A.Lift"
Weight(T): 0.360
14.600 16.200LCG(M): 14.600
VCG(M): 5.120 4.053 4.587
TCG(M): 0.133 2.267 1.200
Crane + Load
Position: "B.Drop""A.Lift"
Weight(T): 0.960
14.600LCG(M): 14.600
VCG(M): 7.083 2.683
TCG(M): -1.200 3.600
WFP - Weight Fastening Point. Coordinates of WFP are used in calculation as Load's LCG,VCG,TCG
Antiheeling tanks are not used for calculation.
"Load" is included in condition # 5
"Load" and "Crane arm" are MOVED from LIFT to DROP position, then the "Load" is dropped.
Condition # 5
Displ.(T): 26.68
LCG(M): 7.221
VCG(M): 2.202
TCG(M): -0.031
DA(M) 1.018
DF(M): 0.868
Trim(M): 0.150
GMT(M): 1.491
Heel angle(°) -1.2 PS
Before DROP condition
Displ.(T): 26.68
LCG(M): 7.200
VCG(M): 2.156
TCG(M): 0.127
DA(M) 1.017
DF(M): 0.849
0.168Trim(M):
GMT(M): 1.137
Heel angle(°) 5.2 SB
After DROP condition
Displ.(T): 26.08
LCG(M): 7.029
VCG(M): 2.163
TCG(M): 0.029
DA(M) 1.044
DF(M):
1.504
SB
0.811
Trim(M): 0.234
GMT(M):
Heel angle(°) 1.1
After LIFT condition
Displ.(T): 26.68
LCG(M): 7.200
VCG(M): 2.314
TCG(M): -0.045
DA(M) 1.022
DF(M): 0.861
0.161Trim(M):
GMT(M): 1.317
Heel angle(°) -1.9 PS
Angle of down flooding 40.0 °
Max alloved heeling angle: ° 5.0 To change heel angle at DROP position from 5.2°SB to 5.0°SB: Add 0(T*M) on PS
Area A1: 0.004
Area A2: 0.182
A2 >= 1.4*A1 (0.182 - 1.4*0.004 = 0.177)
HYPET-H600w, Loading Calculator. V.2.70, Valling Ship Survey Aps-DK 5700 Svendborg 104Page:
APPENDIX
stability booklet
Ship SurveyValling
26-03-2012
Length overall 18,600 m
Length Between PP 16,500 m
Breath moulded 4,920 m
Depth 2,350 m
PRINCIPAL PARTICULARS :
Sofa
Interiors
Main Deck