Samlað mappa Annika st ver 190908

NauCon Í Svanga 16 FO-100 Tórshavn Tlf. +298 32 11 97 Fartlf.+298 22 34 47

Ver: 190908

STØÐUFESTIS- MAPPA

ANNIKA

SKRÁSETINGARNUMMAR: TN 1174 RADIOFRÁMERKI: XPVQ

Innihald

Heiti Síðutal

1. Alment Góðkenningarskriv frá Skipaeftirlitinum.........................1 Eyðkenni ..........................................................................2 Hallroyndsrapport ............................................................3 Tekning av skrokki ..........................................................8 2. vegleiðing til skipsføraran ....................................................11 3. Lastastøður Yvirlit yvir lastastøður ...................................................12 Lastastøður.....................................................................13 Útrokning av vindmomenti ............................................33 4. KG hámarkskurva KG hámarkskurva ..........................................................36 Vegleiðing í útrokning av nýggjari lastastøðu ...............37 Dømi ..............................................................................38 Skema.............................................................................39 Støðufestiskrøv ..............................................................40 Kgmax tabellir ...............................................................41 5. Hydrostatisk tøl Flot = 0 m.......................................................................48 Flot = 0,50 m..................................................................50 Flot = 1 m.......................................................................51 KY tabellir .....................................................................52 6. Tangaskipan Tangayvirlit....................................................................56 Tanganøgdir fyri fullar tangar........................................57 Kapasitetstabellir fyri hvønn einstaka tanga ..................58

Jón Magnussen Í Svanga 16 100 Tórshavn

Miðvágur, hin 25. september 2008 Mál: 20030079-6 Viðgjørt: JS

Stabilitetsbók - Góðkend Intact Stability Booklet – Approved

NAVN Á SKIPI OG HAVNAKENNINGSNR.: ANNIKA – TN 1174 SHIP’S NAME AND NATIONAL NO.: Heimstaður og flagg: Tórshavn, Faroe Islands Home port and flag: Slag á skipi: Stuttleikaskip/ Varðverdingarvert skip Type of ship: Yacht/ historical ship Høvuðsmát: L(pp) x B x D(main deck) = (16,66 x 5,03 x 2,05) m Principal dimensions: Váttan: Skipaeftirlitið hevur kannað stabilitetsútrokningarnar hjá M/S ANNIKA í stabilitetsbók dagfest 19. september 2008, sum firma NauCon v/ Jón Magnusen hevur sent inn til Skipaeftirlitið til góðkenningar. Skipaeftirlitið kann vátta, at sambært stabilitetsbókini lýkur M/S ANNIKA stabilitetskrøvini í Fráboðan frá Skipaeftirlitinum B, kap. II-1, jfr. IMO Resolutión A.849(18) í lastastøðu 1 – 5. Harumframt lýkur skipið krøvini, sum verða sett seglskipum. Lastastøðurnar eru grundaðar á hallroynd, sum er framd tann 8. september 2008 við Ljósáðir. Jón Magnussen, NauCon, hevur staði fyri hallroyndini, undir eftirliti av Sjúrður Samuelsen, Skipaeftirlitið. Statement: The Faroese Maritime Authority can confirm, that M/V ANNIKA meets all stability requirments in intact condition set out by Notice B, Chapter II-1 from FMA, which are based on IMO Resolution A849(18) in light ship condition and operating conditions 2 - 5. The ship does also comply with the national regulation for sail-ships. The stability calculations for the operating conditions are based on inclining test carried out on 8 September 2008 at Ljósáðir, Faroe Islands, by Jón Magnussen, NauCon, under supervision of Sjúrður Samuelsen, Faroese Maritime Authority. Lættskipið er útroknað til: Light ship data are:

Displacement mass 53,80 ton KG (VCG) 1,62 m AP-G (LCG) 7,48 m

Galdandi til: Inntil víðari treytað av, at ongar stórvegis broytingar verða framdar á skipinum ella nýggj útgerð verður fingin umborð elle tikin í land, sum ávirkar lættskipsstøðuna og staðsetingina av tyngdarpunktinum. Hevur skipið loyvi til at flyta fleiri enn 12 ferðafólk, skal lættvektsuppgerð gerast 5. hvørt ár. Valid until: Until further providing that no major alterations are made to the vessel or that ship equipment are placed onboard/ ashore that affect changes in light ship condition and the position of the centre of gravity. If the ship have permissin to carry more than 12 passenger, a light weight survey shall be performed at least every 5 years.

Miðvágur hin 25-09-2008

John í Soylu Skipaeftirlitsmaður/ Ship surveyor

1

Eyðkenni: Navn : Annika Skrásetingarnummar : TN 1174 Radiofrámerki : XPVQ Heimstaður : Tórshavn Skipaslag : Stuttleikabátur Klassi : Skipaeftirlitið Skipasmiðja : Valestrand, Norra Byggiár : 1950 Bygginummar : -- Eigari : Ólavur Groth, Postsmoga 5, 110 Tórshavn Útgerðarmaður : Ólavur Groth, Postsmoga 5, 110 Tórshavn Longd y.a. ..............................................: 18,26 m Longd p.p. ..............................................: 16,66 m Breidd ....................................................: 5,03 m Dýbd, mld ..............................................: 2,05 m Kjølfall ...................................................: 0,00 m Undirkant av kjøli til støðislinju (BL) ........: 0,42 m Útrokningar: Telduforrit: SHIPSHAPE ver.5.23, 2002, Lodic A/S, N-7002 Trondheim, Norge Einheitir: Metriskar X koordinatur: Positivur framman fyri AP Y koordinatur: Positivur frá CL móti stýriborð Z koordinatur: Positivur yvir støðislinju (BL) X koordinatur fyri spant 0: 0 m Støðufestiskrøv: Fráboðan frá Skipaeftirlitinum B, kap. II-1. Vindmoment er roknað

sambært fráboðan frá Skipaeftirlitinum 1/2007 um varðveitingarverd skip.

Útrokningar framdar av:

Jón Magnussen Firma NauCon Í Svanga 16 100 Tórshavn Teldupostur: [email protected]

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Vektir ov nógv (manglandi vektir eru merktar við (-))

Einheit Vægt LCG VCG Mom AP Mom.BL

Hallvektir 0,470 7,000 2,500 3,29 1,182 mans og útgerð 0,200 -0,200 2,700 -0,04 0,54Eyka vektir 0,235 8,000 2,500 1,88 0,59Bunkring (sí viðlagt skjal) 2,990 2,960 1,560 8,85 4,66

Akker, keta og veiður mangla -0,350 15,500 2,650 -5,43 -0,93

3,55 2,413 1,704 8,56 6,04

Annika

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PAGE SHIPSHAPE - VERSION 5.23.0002, DATE : 2008-09-09 NauCon/Jon Magnussen' Project : Annika File : Annika

Length betw. perpend. (m) : 16.660 Breadth at DWL ...... (m) : 5.080 HYDROSTATIC DATA for given waterline --------------------------------------- Draught, midship .... (m) : 1.390 Trim, + = aft ....... (m) : 0.820 List, + = stb. ...... (°) : 0.000 Sea density ..(tonnes/m3) : 1.02500 --------------------------------------- Displacement ....... (m3) : 55.944 (moulded) ... (tonnes) : 57.343 LCB, rel. to midship (m) : -1.196 ........ rel. to AP (m) : 7.134 TCB.................. (m) : 0.000 VCB.................. (m) : 0.907 Wetted surface ..... (m2) : 96.625 CB .................. (-) : 0.476 CP .................. (-) : 0.643 CM .................. (-) : 0.740 Waterplane area .... (m2) : 64.032 Tonnes / CM (tonnes/cm) : 0.656 Trim moment (tonn.*m/cm) : 0.661 LCF, rel. to midship (m) : -1.092 ... rel. to AP (m) : 7.238 Length in waterline (m) : 17.607 CW (Lwl) ............ (-) : 0.716 KMT ................. (m) : 2.687 KML ................. (m) : 20.112

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Loading Condition no. : 1 Condition Id. text : Bunkring hallroynd 080908

WEIGHT LOADS ------------ Distribution FSCT Part Id.text Weight Load Density Aft Fore LCG TCG VCG Moment no. (MT) (%) (MT/m3) (m) (m) (m) (m) (m) (MT*m) ---------------------------------------------------------------------------------------------------- 1 Brennoljutangi SB 0.571 100.0 0.8500 1.22 2.52 1.981 1.487 1.644 2 Vatntangi 0.845 77.0 1.0000 2.52 4.02 3.339 1.476 1.499 0.12 3 Brennoljutangi BB 1.572 100.0 0.8500 2.02 4.02 3.109 -1.538 1.562 ---------------------------------------------------------------------------------------------------- DEAD WEIGHT 2.988 2.959 -0.108 1.560 0.12

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8


Buoyoant Volumes

LIST OF VOLUMES Volume LCG VCG Flood Opening Identification text Type (m3) (m) (m) Connection --------------------------------------------------------------------------------------- Hull 109.915 7.883 1.362

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VEGLEIÐING TIL SKIPSFØRARAN Útrokningarnar av støðifestinum í hesari mappuni, er til nýtslu av skipsføraranum á nevnda skipi og skulu geva viðkomandi møguleikar at meta um støðufesti hjá skipinum fyri ymiskar lastastøður skipinum kann vera fyri. Lastastøðurnar, sum eru vístar her, eru vegleiðandi fyri skipsføraran. Krøvini eru sambært fráboðan frá Skipaeftirlitinum B, kap. II-1. Vindmoment er roknað sambært fráboðan frá Skipaeftirlitinum 1/2007 um varðveitingarverd skip. At halda sær til góðkendu lastastøðunum í hesari mappu, tryggjar ikki einvíst at skipið ikki koppar. Eiheldur frítekur tað skipsføraranum fyri hansara ábyrgd. Skipsførarin skal vísa góðan sjómansskap alt eftir veðurlíkindum og farvatni og skal taka rættar avgerðir eftir umstøðunum. Viðmerkjast skal, at støðufestið versnar nógv tá skipið er yvirísað Lastastøðurnar eru útroknaðar við teirri treyt, at skipið ikki hevur hall. Hevur skipið hall, uppfylla lastastøðurnar ikki altíð krøvini, sjálvt um innsetta punktið liggur undir KG hámarkskurvuna (sí part 4 um KG hámarkskurvuna) Tað áliggur skipsføraranum at ansa eftir at veiða og størri lutir verða stúvaðið forsvarliga og um neyðugt, at veiðan verður avmarkað og/ella ballast verður tikið inn. Um skipið ella útgerðin verður broytt, skal skipaeftirlitið kunnast, so metast kann um neyðugt er at gera nýggjar útrokningar av støðufestinum. Tað áliggur skipsføraranum at ansa eftir at hetta verður hildið og at ein møguligur avloysari verður kunnaður um støðufesti hjá skipinum. Til nýtslu av KG hámarkskurvuni, sí ”KG hámarkskurvan”.

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Støða nr. Síða 1. Lættskip .......................................................................................................... 13 2. Fráferð, 100% bunkring, ongi ferðafólk ......................................................... 17 3. Koma, 10% bunkring, ongi ferðafólk ............................................................. 21 4. Fráferð, 100% bunkring, 12 ferðafólk ............................................................ 25 5. Koma, 10% bunkring, 12 ferðafólk ................................................................ 29

Støð har sjógvur kann streyma inn í skrokkin, eru sett inn í telduforritið, sum so tekur hædd fyri hesi, tá støðufestið verður útroknað.

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PAGE SHIPSHAPE - VERSION 5.23.0002, DATE : 2008-09-15 NauCon/Jon Magnussen Project : Annika File : Annika

Loading Condition no. : 1 Lættskip FLOATING CONDITION DATA ___________________________________________ Mean Draught (moulded) : 1.352 m Trim over Lpp (aft +) : 0.540 m List (starboard +) ... : 0.000 ° Draft references: - UKkjøl a AP : 2.043 m - UKkjøl a FP : 1.502 m Freeboard references: - Høvudsdekk mittskips: 0.698 m Displacement ......... : 53.802 MT LCB (rel. AP) ........ : 7.458 m VCB (rel. BL) ........ : 0.860 m LCF (rel. AP) ........ : 7.417 m Immersion ............ : 0.642 MT/cm Trim Moment .......... : 0.637 MT*m/cm STABILITY DATA ___________________________________________ KG (incl. FSC) ....... : 1.620 m Free Surface Correction: 0.000 m KM (metacentre) ...... : 2.679 m GM (incl. FSC) ....... : 1.059 m KGmax, intact, calc. . : 1.769 m

WEIGHT SUMMARY ___________________________________________ The ship has no deadweight onboard

Water Density = 1.025 t/m3

P l e a s e n o t e ! _ _ _ _ _ _ __ _ _ _ _ _ - F l o a t in g d a t a a r e b a s ed o n h yd r o s t a t ic f o r u pr i g h t ve s s e l ( ze r o h e e l) . L i s t i s f o u nd b y u s e o f G M .

AP

FP

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Loading Condition no. : 1 Condition Id. text : Lættskip

WEIGHT LOADS ------------ Distribution FSCT Part Id.text Weight Load Density Aft Fore LCG TCG VCG Moment no. (MT) (%) (MT/m3) (m) (m) (m) (m) (m) (MT*m) ---------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------- DEAD WEIGHT 0.000 0.000 0.000 0.000 LIGHT WEIGHT, 53.800 7.480 0.000 1.620 ---------------------------------------------------------------------------------------------------- TOTAL WEIGHT 53.800 7.480 0.000 1.620

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Loading Condition no. : 1 Condition Id. text : Lættskip INTACT STABILITY DATA (GZ-curve, Areas, Particulars & Criteria Control)

Angle GZ Area (degr.) (m) (m*rad) ------------------------- 0.000 0.000 0.0000 5.000 0.092 0.0040 10.000 0.183 0.0160 15.000 0.267 0.0358 20.000 0.327 0.0619 25.000 0.354 0.0919 27.450 0.357 0.1071 30.000 0.354 0.1229 40.000 0.303 0.1811 50.000 0.211 0.2263 60.000 0.097 0.2534 Deck immersion : 13.945 ° Maximum GZ at : 27.450 ° Equilibrium at : 0.000 ° Area, 0 - 30 : 0.1229 m*rad Area, 0 - 40 : 0.1811 m*rad Area,30 - 40 : 0.0581 m*rad Area, 0 - maxGZ: 0.1071 m*rad GM : 1.059 m

Heel to starboard side Applied VCG : 1.620 m TCG : 0.000 m Table of intact stability criteria ---------------------------------- TYPE : Vardveingarverd skip Actual Concl- KGmax Code Id. text value usion (m) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GZMi1 Minimum GZ at angle greater than 30.0º : 0.20 m 0.354 OK 1.928 GZAng Minimum heel angle for GZmax, ð : 25.00 º 27.450 OK 1.769 GMMin Minimum GM : 0.15 m 1.059 OK 2.529 GZAr1 Minimum GZarea ( 0.0-30.0)º : 0.055 m·rad 0.123 OK 2.127 GZAr2 Minimum GZarea ( 0.0-min<40.0,ß>)º : 0.090 m·rad 0.181 OK 2.009 GZAr2 Minimum GZarea (30.0-min<40.0,ß>)º : 0.030 m·rad 0.058 OK 1.901 HMom1 Maximum heel due to heeling moment: 11.00 t·m : 15.00 º 11.017 OK 1.889 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ß : flooding angle ð : angle for maximum GZ GZarea : area of righting lever Stability conclusion ............. : OK Resulting KGmax ............... (m): 1.769 KG (incl. correction) ......... (m): 1.620 Intact stability margin ....... (m): 0.149

P l e a s e n o t e ! - - - - - - -- - - - - - - G M i s c a l c u l a te d b a s e d o n m e ta c e n t r i c h e i g h t ( K M T ) fo r u p r i gh t v e s s el ( z e r o h e e l )

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Flood Opening Results --------------------- Loading Condition no. : 1 ,Lættskip Flooding Above No. Identification text Type OvFl X Y Z Angle Sea Syst (m) (m) (m) (degr) (m) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Styrhushurd Local flood. 4.0 1.5 2.80 43.91 1.31 Above Sea is vertical distance from opening to sea at equilibrium. **) Flooding angle is outside of specified heel range. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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Loading Condition no. : 2 Fraferd, 100% bunkring,onga last FLOATING CONDITION DATA ___________________________________________ Mean Draught (moulded) : 1.398 m Trim over Lpp (aft +) : 0.765 m List (starboard +) ... : 0.001 ° Draft references: - UKkjøl a AP : 2.201 m - UKkjøl a FP : 1.436 m Freeboard references: - Høvudsdekk mittskips: 0.652 m Displacement ......... : 57.626 MT LCB (rel. AP) ........ : 7.199 m VCB (rel. BL) ........ : 0.906 m LCF (rel. AP) ........ : 7.269 m Immersion ............ : 0.657 MT/cm Trim Moment .......... : 0.663 MT*m/cm STABILITY DATA ___________________________________________ KG (incl. FSC) ....... : 1.632 m Free Surface Correction: 0.008 m KM (metacentre) ...... : 2.682 m GM (incl. FSC) ....... : 1.049 m KGmax, intact, calc. . : 1.701 m

WEIGHT SUMMARY ___________________________________________ 100% bunkring : 3.1 MT Manning, stores o.a. : 0.7 MT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Total DEADWEIGHT : 3.8 MT



AP

FP

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Loading Condition no. : 2 Condition Id. text : Fraferd, 100% bunkring,onga last

WEIGHT LOADS ------------ Distribution FSCT Part Id.text Weight Load Density Aft Fore LCG TCG VCG Moment no. (MT) (%) (MT/m3) (m) (m) (m) (m) (m) (MT*m) ---------------------------------------------------------------------------------------------------- 1 100% bunkring - - - - - - - - - - - - - - - - - - - - - - - - - - Brennoljutangi SB 0.544 95.3 0.8500 1.22 2.52 1.985 1.481 1.630 0.07 - Brennoljutangi BB 1.540 98.0 0.8500 2.02 4.02 3.110 -1.535 1.554 0.25 - Vatntangi 1.043 95.0 1.0000 2.52 4.02 3.331 1.497 1.573 0.13 ------------------------------------------------------------------------------------------------ 3.127 2.988 0.000 1.574 0.45 2 Manning, stores o.a. - - - - - - - - - - - - - - - - - - - - - - - - - - Manning, stores o.a. 0.700 7.000 0.000 2.200 ---------------------------------------------------------------------------------------------------- DEAD WEIGHT 3.827 3.722 0.000 1.688 0.45 LIGHT WEIGHT, 53.800 7.480 0.000 1.620 ---------------------------------------------------------------------------------------------------- TOTAL WEIGHT 57.627 7.230 0.000 1.625 0.45

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Loading Condition no. : 2 Condition Id. text : Fraferd, 100% bunkring,onga last INTACT STABILITY DATA (GZ-curve, Areas, Particulars & Criteria Control)

Angle GZ Area (degr.) (m) (m*rad) ------------------------- 0.000 0.000 0.0000 5.000 0.091 0.0040 10.000 0.180 0.0159 15.000 0.260 0.0352 20.000 0.309 0.0603 25.000 0.327 0.0882 26.200 0.328 0.0951 30.000 0.322 0.1167 40.000 0.266 0.1688 50.000 0.175 0.2076 60.000 0.064 0.2286 Deck immersion : 11.875 ° Maximum GZ at : 26.200 ° Area, 0 - 30 : 0.1167 m*rad Area, 0 - 40 : 0.1688 m*rad Area,30 - 40 : 0.0521 m*rad Area, 0 - maxGZ: 0.0951 m*rad GM : 1.049 m



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Flood Opening Results --------------------- Loading Condition no. : 2 ,Fraferd, 100% bunkring,onga last Flooding Above No. Identification text Type OvFl X Y Z Angle Sea Syst (m) (m) (m) (degr) (m) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Styrhushurd Local flood. 4.0 1.5 2.80 39.10 1.20 Above Sea is vertical distance from opening to sea at equilibrium. **) Flooding angle is outside of specified heel range. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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Loading Condition no. : 3 Koma, 10%bunkring,onga last FLOATING CONDITION DATA ___________________________________________ Mean Draught (moulded) : 1.367 m Trim over Lpp (aft +) : 0.568 m List (starboard +) ... : 0.000 ° Draft references: - UKkjøl a AP : 2.071 m - UKkjøl a FP : 1.503 m Freeboard references: - Høvudsdekk mittskips: 0.683 m Displacement ......... : 54.824 MT LCB (rel. AP) ........ : 7.425 m VCB (rel. BL) ........ : 0.871 m LCF (rel. AP) ........ : 7.393 m Immersion ............ : 0.646 MT/cm Trim Moment .......... : 0.644 MT*m/cm STABILITY DATA ___________________________________________ KG (incl. FSC) ....... : 1.626 m Free Surface Correction: 0.002 m KM (metacentre) ...... : 2.677 m GM (incl. FSC) ....... : 1.051 m KGmax, intact, calc. . : 1.751 m

WEIGHT SUMMARY ___________________________________________ 10% bunkring : 0.3 MT Manning, stores o.a. : 0.7 MT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Total DEADWEIGHT : 1.0 MT



AP

FP

21


Loading Condition no. : 3 Condition Id. text : Koma, 10%bunkring,onga last

WEIGHT LOADS ------------ Distribution FSCT Part Id.text Weight Load Density Aft Fore LCG TCG VCG Moment no. (MT) (%) (MT/m3) (m) (m) (m) (m) (m) (MT*m) ---------------------------------------------------------------------------------------------------- 1 10% bunkring - - - - - - - - - - - - - - - - - - - - - - - - - - Brennoljutangi SB 0.057 10.0 0.8500 1.22 2.52 2.204 1.328 1.197 0.01 - Brennoljutangi BB 0.160 10.2 0.8500 2.02 4.02 3.244 -1.363 1.092 0.07 - Vatntangi 0.110 10.0 1.0000 2.52 4.02 3.459 1.303 1.132 0.03 ------------------------------------------------------------------------------------------------ 0.327 3.135 0.000 1.124 0.11 2 Manning, stores o.a. - - - - - - - - - - - - - - - - - - - - - - - - - - Manning, stores o.a. 0.700 7.000 0.000 2.200 ---------------------------------------------------------------------------------------------------- DEAD WEIGHT 1.027 5.769 0.000 1.857 0.11 LIGHT WEIGHT, 53.800 7.480 0.000 1.620 ---------------------------------------------------------------------------------------------------- TOTAL WEIGHT 54.827 7.448 0.000 1.624 0.11

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Loading Condition no. : 3 Condition Id. text : Koma, 10%bunkring,onga last INTACT STABILITY DATA (GZ-curve, Areas, Particulars & Criteria Control)




23


Flood Opening Results --------------------- Loading Condition no. : 3 ,Koma, 10%bunkring,onga last Flooding Above No. Identification text Type OvFl X Y Z Angle Sea Syst (m) (m) (m) (degr) (m) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Styrhushurd Local flood. 4.0 1.5 2.80 42.89 1.28 Above Sea is vertical distance from opening to sea at equilibrium. **) Flooding angle is outside of specified heel range. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

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Loading Condition no. : 4 Fraferd,100%bunkring,ferdafolk FLOATING CONDITION DATA ___________________________________________ Mean Draught (moulded) : 1.418 m Trim over Lpp (aft +) : 0.752 m List (starboard +) ... : 0.001 ° Draft references: - UKkjøl a AP : 2.213 m - UKkjøl a FP : 1.462 m Freeboard references: - Høvudsdekk mittskips: 0.632 m Displacement ......... : 58.831 MT LCB (rel. AP) ........ : 7.215 m VCB (rel. BL) ........ : 0.917 m LCF (rel. AP) ........ : 7.272 m Immersion ............ : 0.660 MT/cm Trim Moment .......... : 0.670 MT*m/cm STABILITY DATA ___________________________________________ KG (incl. FSC) ....... : 1.646 m Free Surface Correction: 0.008 m KM (metacentre) ...... : 2.676 m GM (incl. FSC) ....... : 1.030 m KGmax, intact, calc. . : 1.684 m

WEIGHT SUMMARY ___________________________________________ 100% bunkring : 3.1 MT Manning, stores o.a. : 0.7 MT 12 ferdafolk : 1.2 MT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Total DEADWEIGHT : 5.0 MT



AP

FP

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Loading Condition no. : 4 Condition Id. text : Fraferd,100%bunkring,ferdafolk

WEIGHT LOADS ------------ Distribution FSCT Part Id.text Weight Load Density Aft Fore LCG TCG VCG Moment no. (MT) (%) (MT/m3) (m) (m) (m) (m) (m) (MT*m) ---------------------------------------------------------------------------------------------------- 1 100% bunkring - - - - - - - - - - - - - - - - - - - - - - - - - - Brennoljutangi SB 0.544 95.3 0.8500 1.22 2.52 1.985 1.481 1.630 0.07 - Brennoljutangi BB 1.540 98.0 0.8500 2.02 4.02 3.110 -1.535 1.554 0.25 - Vatntangi 1.043 95.0 1.0000 2.52 4.02 3.331 1.497 1.573 0.13 ------------------------------------------------------------------------------------------------ 3.127 2.988 0.000 1.574 0.45 2 Manning, stores o.a. - - - - - - - - - - - - - - - - - - - - - - - - - - Manning, stores o.a. 0.700 7.000 0.000 2.200 3 12 ferdafolk - - - - - - - - - - - - - - - - - - - - - - - - - - 12 ferdafolk 1.200 8.000 0.000 2.300 ---------------------------------------------------------------------------------------------------- DEAD WEIGHT 5.027 4.743 0.000 1.834 0.45 LIGHT WEIGHT, 53.800 7.480 0.000 1.620 ---------------------------------------------------------------------------------------------------- TOTAL WEIGHT 58.827 7.246 0.000 1.638 0.45

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Loading Condition no. : 4 Condition Id. text : Fraferd,100%bunkring,ferdafolk INTACT STABILITY DATA (GZ-curve, Areas, Particulars & Criteria Control)




27


Flood Opening Results --------------------- Loading Condition no. : 4 ,Fraferd,100%bunkring,ferdafolk Flooding Above No. Identification text Type OvFl X Y Z Angle Sea Syst (m) (m) (m) (degr) (m) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Styrhushurd Local flood. 4.0 1.5 2.80 38.32 1.19 Above Sea is vertical distance from opening to sea at equilibrium. **) Flooding angle is outside of specified heel range. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

28


Loading Condition no. : 5 Koma,10%bunkring,ferdafolk FLOATING CONDITION DATA ___________________________________________ Mean Draught (moulded) : 1.386 m Trim over Lpp (aft +) : 0.557 m List (starboard +) ... : 0.000 ° Draft references: - UKkjøl a AP : 2.085 m - UKkjøl a FP : 1.528 m Freeboard references: - Høvudsdekk mittskips: 0.664 m Displacement ......... : 56.030 MT LCB (rel. AP) ........ : 7.437 m VCB (rel. BL) ........ : 0.882 m LCF (rel. AP) ........ : 7.393 m Immersion ............ : 0.650 MT/cm Trim Moment .......... : 0.651 MT*m/cm STABILITY DATA ___________________________________________ KG (incl. FSC) ....... : 1.641 m Free Surface Correction: 0.002 m KM (metacentre) ...... : 2.672 m GM (incl. FSC) ....... : 1.031 m KGmax, intact, calc. . : 1.733 m

WEIGHT SUMMARY ___________________________________________ 10% bunkring : 0.3 MT Manning, stores o.a. : 0.7 MT 12 ferdafolk : 1.2 MT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Total DEADWEIGHT : 2.2 MT



AP

FP

29


Loading Condition no. : 5 Condition Id. text : Koma,10%bunkring,ferdafolk

WEIGHT LOADS ------------ Distribution FSCT Part Id.text Weight Load Density Aft Fore LCG TCG VCG Moment no. (MT) (%) (MT/m3) (m) (m) (m) (m) (m) (MT*m) ---------------------------------------------------------------------------------------------------- 1 10% bunkring - - - - - - - - - - - - - - - - - - - - - - - - - - Brennoljutangi SB 0.057 10.0 0.8500 1.22 2.52 2.204 1.328 1.197 0.01 - Brennoljutangi BB 0.160 10.2 0.8500 2.02 4.02 3.244 -1.363 1.092 0.07 - Vatntangi 0.110 10.0 1.0000 2.52 4.02 3.459 1.303 1.132 0.03 ------------------------------------------------------------------------------------------------ 0.327 3.135 0.000 1.124 0.11 2 Manning, stores o.a. - - - - - - - - - - - - - - - - - - - - - - - - - - Manning, stores o.a. 0.700 7.000 0.000 2.200 3 12 ferdafolk - - - - - - - - - - - - - - - - - - - - - - - - - - 12 ferdafolk 1.200 8.000 0.000 2.300 ---------------------------------------------------------------------------------------------------- DEAD WEIGHT 2.227 6.971 0.000 2.096 0.11 LIGHT WEIGHT, 53.800 7.480 0.000 1.620 ---------------------------------------------------------------------------------------------------- TOTAL WEIGHT 56.027 7.460 0.000 1.639 0.11

30


Loading Condition no. : 5 Condition Id. text : Koma,10%bunkring,ferdafolk INTACT STABILITY DATA (GZ-curve, Areas, Particulars & Criteria Control)




31


Flood Opening Results --------------------- Loading Condition no. : 5 ,Koma,10%bunkring,ferdafolk Flooding Above No. Identification text Type OvFl X Y Z Angle Sea Syst (m) (m) (m) (degr) (m) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Styrhushurd Local flood. 4.0 1.5 2.80 42.03 1.27 Above Sea is vertical distance from opening to sea at equilibrium. **) Flooding angle is outside of specified heel range. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

32

Vindmoment

110 N/m2 = 110/(1000x9,82) = 0,0112 t/m2

Vindmoment við seglvídd 138,4 m2 = (Vídd x arm x 0,0112 t/m2 ) = 138,4x7,05x0,0112 = 10,92 tm Vindmoment við seglvídd 113,19 m2 = 113,19x7,16x0,0112 = 9,08 tm Í støðufestisútrokninginum verður eitt hallandi moment uppá 11 tm brúkt

35

KG

hám

arks

kurv

a

5060708090100

110

120

130

5354

5556

5758

5960

6162

6364

65

Sjót

yngd

(t)

KGxSjótyngd (mxt)

Flot

= 0

mFl

ot =

0,5

mFl

ot =

1 m

Last

astø

ður

13

24

5D

ømi

36

Vegleiðing til útrokning av nýggjari lastastøðu Skemaið á síðu skal nýtast til útrokning av nýggjari lastastøðu, sum ikki samsvarar við lastastøðum í hesari mappu. 1. Set inn allar vektir (tanganøgd, manning og veiða) við KG (loddrætt tyngdapunkt)

og LCG (langsskips tyngdapunkt) 2. Set inn lættskipsvekt við KG og LCG (sí lættskipsstøðu) 3. Legg saman allar vektirnar, hetta er sjótyngdin á skipinum (deplacement) 4. Hvør vektin verður faldað við ávíkavist KG og LCG. Hetta er fyri at fáa loddrætt og

langsskips moment. Legg saman lodrætt momentir (KGxSjótyngd) og langsskips momentir (LCGxSjótyngd)

5. Deil samlaða talið fyri ávíkavist loddrætt moment og langsskips moment við sjótyngdini, funnin í pkt. 3. Hetta fyri at kenna KG og LCG fyri skipið við øllum.

6. Tillaging fyri momenti frá fríum løgi frá slækkum tangum (slækkur tangi, er tangi sum ikki er antin 100% fullur ella heilt tómur), fæst við at leggja momenti frá hvørjum einstakum slækkum tanga saman. Moment frá fríum løgi fyri einstakar tangar finnist í tanganøds tabellirnar, capacity tables, í parti 6, kallað ”FSCMom” (t*m)). Momentið finnist við interpolatión í tabellunum..

7. KGxSjótyngd verður rættað fyri momenti frá fríum løgi, við at taka samlaða loddrættað momentið frá pkt. 4 og leggja tað saman við samlaða momenti frá fríum løgi frá pkt. 6.

8. Flotið (trimmið) á skipinum kann roknast sum :

(LCB-LCG) x Sjótyngd MT1 x 100

LCB og MT1 verður funnið við interpolatión í hydrostatisku tølunum við flot (trim) = 0 m útfyri røttu sjótyngdini. LCG er roknað í pkt. 5. 9. Tillagað ”KgxSjótyngd” skal plottast inn í KG hámarkskurvuna við sjótyngdini frá

pkt. 3 eftir x-rásina. Liggur plottaða punktið undir kurvuna við flotinum, sum varð funnið í pkt. 8, eru uppfyllir lastastøðan støðufestiskrøvini.

Sí viðlagda dømi á næstu síðu.

37

Døm

i í ú

trok

ning

av

nýgg

jari

last

astø

ðu

Hei

tiVe

kt (t

)K

G (m

)LC

G (m

)K

G x

Vek

t (tx

m)

LCG

x V

ekt

(txm

)M

omen

t av

fríu

m

løgi

(txm

)Læ

ttski

p53

,80

1,62

7,48

87,1

640

2,42

Man

ning

o.a

.0,

702,

207,

001,

544,

908

ferð

afól

k0,

802,

308,

001,

846,

40Y

mis

kt á

dek

kinu

m1,

002,

308,

002,

308,

00B

renn

olju

tang

i BB

125

0 l

1,07

1,42

3,31

1,52

3,54

0,21

Bre

nnol

juta

ngi S

B 5

00 l

0,43

1,56

2,00

0,67

0,86

0,10

Vat

ntan

gi 6

00 l

0,60

1,39

3,35

0,83

2,01

0,10

Sam

lað

58,4

1,64

7,33

95,9

428,

10,

41

Sjó

tyng

d =

58,

4 t

KG

= 9

5,9/

58,4

= 1

,64

mLC

G =

428

,1/5

8,4

= 7,

33 m

KG

xSjó

tyng

d =

95,9

tmM

omen

t av

fríum

løgi

= 0

,41

tmTi

llaga

ð K

GxS

jóty

ngd

= 95

,9+0

,41

= 96

,3 tm

Flot

= (8

,05-

7,33

)x58

,4/(0

,64x

100)

= 0

,66

m

Sjót

yngd

er 5

8,4

t og

tilla

gað

KG

xSjó

tyng

d er

96,

3 tm

. Het

ta p

unkt

ið v

erðu

r plo

ttað

í KG

hám

arks

kurv

una.

Pun

ktið

hev

urflo

t = 0

,66

m. A

v tí

at ta

ð lig

gur u

ndir

kurv

una,

flot

= 0

,50

m, s

um e

r næ

rmas

ta k

urva

, er s

tøðu

fest

ið í

lagi

ð.Sí

døm

i á K

G h

ámar

ksku

rvun

a

38

Skem

a til

útr

okni

ng a

v ný

ggja

ri la

stas

tøðu

Hei

tiVe

kt (t

)K

G (m

)LC

G (m

)K

G x

Vek

t (tx

m)

LCG

x V

ekt (

txm

)M

omen

t av

fríu

m lø

gi

(txm

)Læ

ttski

p53

,80

1,62

7,48

87,1

640

2,42

Sjó

tyng

d =

K

G =

LC

G =

K

GxS

jóty

ngd

= M

omen

t av

fríum

løgi

=

Tilla

gað

KG

xSjó

tyng

d =

Flot

=

39

Støðufestiskrøv Krøvini eru sambært fráboðan frá Skipaeftirlitinum B, kap. II-1. Vindmoment er roknað sambært fráboðan frá Skipaeftirlitinum 1/2007 um varðveitingarverd skip. Krøvini eru: • Støðufestisarmurin, GZ, skal vera minst 0,20 m1) við ein hallvinkul sum er á stødd við

ella størri enn 30°, men ikki yvir 40° ella θf, um hesin er minni enn 40° • Tann størsti støðufestisarmurin, GZ, skal framkoma við ein hallvinkul, sum er minst

25° • Metacenturhæddin, GM, skal vera minst 0,15 m.

• Víddin undir GZ kurvina, skal vera: Minst 0,055 radianmetrar upp til ein hallvinkul uppá 30°

Minst 0,09 radianmetrar upp til ein hallvinkul uppá 40° ella θf (θf er hallvinkulin, har opningar í skrokki og yvirbygningar, sum ikki kunnu læsast veðurtætt, koma undir vatn)

Minst 0,03 radianmetrar ímillum 30° og 40°, ella ímillum 30° og θf, um hesin er minni enn 40°.

• Seglskip skulu kannast fyri støðufesti tá vindtrýst er á seglini. Mest loyvda hallið er

15° við einum vindtrýsti uppá 110 N/m2, sum er ein vindferð uppá 12 m/s

40


I N T A C T S T A B I L I T Y C R I T E R I A TYPE : Vardveingarverd skip No. Code Id. text ------------------------------------------------------------------------------- 1 GZMi1 Minimum GZ at angle greater than 30.0º : 0.20 m 2 GZAng Minimum heel angle for GZmax, ð : 25.00 º 3 GMMin Minimum GM : 0.15 m 4 GZAr1 Minimum GZarea ( 0.0-30.0)º : 0.055 m·rad 5 GZAr2 Minimum GZarea ( 0.0-min<40.0,ß>)º : 0.090 m·rad 6 GZAr2 Minimum GZarea (30.0-min<40.0,ß>)º : 0.030 m·rad 7 HMom1 Maximum heel due to heeling moment: 11.00 t·m : 15.00 º ------------------------------------------------------------------------------- ß : flooding angle K G m a x C U R V E S

41


K G L I M I T I N G D A T A, INTACT, General Heel to STARBOARD side ------------------------------------------------ Trim = 0.000 m (+aft) Sheet No. 1 Mean Crit. Angle Flood Displacement Draught KMt GMt KGmax No. of GZmax Angle (tonnes) (m) (m) (m) (m) (-) (°) (°) -------------------------------------------------------------------------- 49.039 1.300 2.657 0.867 1.790 7 25.00 50.264 1.320 2.655 0.846 1.808 7 25.00 51.505 1.340 2.652 0.826 1.826 7 25.00 52.760 1.360 2.649 0.840 1.810 2 25.00 54.024 1.380 2.646 0.865 1.781 2 25.00 55.296 1.400 2.642 0.891 1.751 2 25.00 56.577 1.420 2.639 0.916 1.723 2 25.00 57.867 1.440 2.637 0.933 1.704 2 25.00 59.162 1.460 2.635 0.943 1.692 2 25.00 60.468 1.480 2.634 0.962 1.672 2 25.00 61.783 1.500 2.632 0.979 1.653 2 25.00 63.107 1.520 2.631 0.995 1.635 2 25.00 64.438 1.540 2.628 1.013 1.615 2 25.00 65.776 1.560 2.626 1.025 1.601 2 25.00

42



43



44


K G L I M I T I N G D A T A, INTACT, Detailed ------------------------------------------------- Trim = 0.000 m (+aft) Sheet No. 1 Mean Criterion id.codes Draught GZMi1 GZAng GMMin GZAr1 GZAr2 GZAr2 HMom1 (m) (m) (m) (m) (m) (m) (m) (m) -------------------------------------------------- 1.300 1.96 1.88 2.51 2.13 2.03 1.94 1.79 1.320 1.95 1.85 2.50 2.13 2.02 1.93 1.81 1.340 1.94 1.83 2.50 2.12 2.01 1.92 1.83 1.360 1.93 1.81 2.50 2.11 2.00 1.90 1.84 1.380 1.92 1.78 2.50 2.11 1.99 1.89 1.86 1.400 1.90 1.75 2.49 2.10 1.98 1.88 1.88 1.420 1.89 1.72 2.49 2.09 1.97 1.87 1.89 1.440 1.88 1.70 2.49 2.08 1.96 1.85 1.90 1.460 1.86 1.69 2.48 2.07 1.95 1.84 1.91 1.480 1.84 1.67 2.48 2.06 1.94 1.82 1.92 1.500 1.83 1.65 2.48 2.04 1.92 1.81 1.92 1.520 1.81 1.64 2.48 2.03 1.91 1.79 1.93 1.540 1.80 1.61 2.48 2.02 1.89 1.78 1.93 1.560 1.78 1.60 2.48 2.00 1.88 1.76 1.93

45



46



47


H Y D R O S T A T I C R E S U L T S - - - - - - - - - - - - - - - - - - - Displ. = Displacement in tonnes LCB = Long. centre of buoyancy from AP (+/- = Fore/Aft) VCB = Vert. centre of buoyancy above base line KMT = Transversal metacentre above base line KML = Longitudinal metacentre above base line TPC = Displacement change pr. cm MT1 = Moment to trim LCF = Long. centre of flotation from AP (+/- = Fore/Aft) WSurf = Wet surface of hull (separate/external volumes not included NOTE: Calculations apply for water with density : 1.025 tonnes/m3 Shell plating = 0.000 * moulded displacement All draughts are moulded.

48


H Y D R O S T A T I C S Sheet 1 TRIM = 0.00 m (+aft) Draught Displ. LCB VCB KMT KML TPC MT1 LCF WSurf m t m m m m t/cm t*m/cm m m2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.300 49.04 8.112 0.802 2.657 20.671 0.615 0.58 7.776 90.53 1.310 49.64 8.110 0.808 2.656 20.558 0.617 0.59 7.771 90.97 1.320 50.26 8.105 0.815 2.655 20.445 0.619 0.59 7.766 91.40 1.330 50.88 8.100 0.821 2.654 20.332 0.622 0.59 7.761 91.83 1.340 51.50 8.096 0.827 2.652 20.231 0.624 0.60 7.756 92.27 1.350 52.13 8.092 0.833 2.651 20.132 0.626 0.60 7.751 92.70 1.360 52.76 8.088 0.839 2.649 20.034 0.628 0.61 7.746 93.14 1.370 53.39 8.084 0.846 2.648 19.935 0.631 0.61 7.742 93.56 1.380 54.02 8.080 0.852 2.646 19.837 0.633 0.61 7.737 93.98 1.390 54.66 8.076 0.858 2.644 19.738 0.635 0.62 7.732 94.41 1.400 55.30 8.072 0.864 2.642 19.639 0.637 0.62 7.728 94.83 1.410 55.94 8.068 0.870 2.640 19.546 0.639 0.63 7.723 95.26 1.420 56.58 8.064 0.877 2.639 19.464 0.641 0.63 7.719 95.68 1.430 57.22 8.060 0.883 2.638 19.382 0.644 0.63 7.714 96.10 1.440 57.87 8.056 0.889 2.637 19.300 0.646 0.64 7.710 96.54 1.450 58.51 8.052 0.895 2.636 19.219 0.648 0.64 7.705 96.96 1.460 59.16 8.049 0.901 2.635 19.137 0.650 0.65 7.700 97.39 1.470 59.81 8.045 0.907 2.634 19.055 0.652 0.65 7.696 97.83 1.480 60.47 8.041 0.913 2.634 18.973 0.654 0.65 7.691 98.26 1.490 61.12 8.038 0.920 2.633 18.887 0.656 0.66 7.687 98.70 1.500 61.78 8.034 0.926 2.632 18.799 0.659 0.66 7.682 99.13 1.510 62.44 8.030 0.932 2.632 18.712 0.661 0.67 7.678 99.56 1.520 63.11 8.026 0.938 2.631 18.624 0.663 0.67 7.674 99.99 1.530 63.77 8.023 0.944 2.629 18.536 0.664 0.67 7.671 100.41 1.540 64.44 8.019 0.950 2.628 18.449 0.666 0.68 7.667 100.83 1.550 65.11 8.016 0.956 2.627 18.361 0.668 0.68 7.664 101.25 1.560 65.78 8.012 0.962 2.626 18.277 0.670 0.68 7.660 101.67

49



50



51

Útrokning av GZ við KY

GZ = KY – KG x sin ϕ

ϕ = Hallvinkulin

52


C R O S S C U R V E S (KY) in metres Trim = 0.000 m (+aft) Sheet 1

Draught A N G L E S of H E E L (degrees), to STARBOARD (m) 5.00 10.00 15.00 20.00 25.00 30.00 40.00 50.00 60.00 -------------------------------------------------------------------------- 1.300 0.232 0.460 0.680 0.883 1.050 1.182 1.370 1.478 1.525 1.320 0.231 0.460 0.679 0.882 1.047 1.177 1.362 1.470 1.516 1.340 0.231 0.459 0.679 0.879 1.043 1.171 1.354 1.462 1.509 1.360 0.231 0.459 0.678 0.876 1.038 1.165 1.346 1.454 1.501 1.380 0.231 0.458 0.678 0.874 1.032 1.159 1.339 1.446 1.493 1.400 0.230 0.458 0.678 0.872 1.027 1.152 1.331 1.438 1.485 1.420 0.230 0.457 0.677 0.869 1.022 1.145 1.323 1.430 1.478 1.440 0.230 0.457 0.675 0.865 1.017 1.138 1.314 1.421 1.471 1.460 0.230 0.456 0.673 0.860 1.010 1.131 1.306 1.413 1.464 1.480 0.229 0.456 0.671 0.855 1.003 1.122 1.297 1.405 1.457 1.500 0.229 0.455 0.670 0.850 0.996 1.114 1.289 1.397 1.450 1.520 0.229 0.454 0.668 0.845 0.989 1.106 1.280 1.389 1.443 1.540 0.229 0.454 0.666 0.841 0.982 1.098 1.271 1.380 1.437 1.560 0.228 0.453 0.662 0.834 0.974 1.089 1.262 1.372 1.430

53




54




55


Internal Arrangement

Total no. of Compartments defined : 3 - No. of Diesel Oil Tanks : 2 - No. of Fresh Water Tanks : 1

56


No. Identification text Net Volume Perm. LCG TCG VCG Mom.Iner. (m3) (-) (m) (m) (m) (m4) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D I E S E L O I L 1 Brennoljutangi SB 0.671 0.9800 1.981 1.487 1.644 0.08 3 Brennoljutangi BB 1.849 0.9800 3.109 -1.538 1.562 0.29 -------------------------------------------------------- 2.521 2.809 -0.732 1.584 F R E S H W A T E R 2 Vatntangi 1.098 0.9800 3.329 1.502 1.591 0.13 -------------------------------------------------------- 1.098 3.329 1.502 1.591

57


Compartment no. 1 , Brennoljutangi SB Volume Table ------------ Specific gravity : 0.8500 , Trim = 0.00 m, no list Net Volume/Weight LCG TCG VCG MomInerT FSCMomT Ullage Sound. % Fill (m3) (t) (m) (m) (m) (m4) (t*m) (m) (m) (-) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.00 0.00 2.35 1.24 1.00 0.00 0.00 1.000 0.000 0.000 0.01 0.01 2.32 1.26 1.08 0.00 0.00 0.874 0.126 1.898 0.02 0.02 2.29 1.28 1.11 0.00 0.00 0.825 0.175 3.504 0.04 0.03 2.26 1.30 1.14 0.01 0.01 0.777 0.223 5.547 0.05 0.05 2.22 1.32 1.18 0.01 0.01 0.728 0.272 8.175 0.08 0.06 2.19 1.34 1.21 0.01 0.01 0.680 0.320 11.387 0.10 0.09 2.16 1.35 1.25 0.02 0.02 0.631 0.369 15.182 0.13 0.11 2.13 1.36 1.28 0.02 0.02 0.583 0.417 19.416 0.16 0.14 2.11 1.38 1.31 0.03 0.02 0.534 0.466 24.234 0.20 0.17 2.08 1.39 1.34 0.03 0.03 0.485 0.515 29.343 0.23 0.20 2.07 1.40 1.37 0.04 0.03 0.437 0.563 34.891 0.27 0.23 2.05 1.41 1.40 0.04 0.03 0.388 0.612 40.876 0.32 0.27 2.04 1.42 1.43 0.05 0.04 0.340 0.660 47.007 0.36 0.31 2.03 1.43 1.47 0.05 0.04 0.291 0.709 53.577 0.41 0.34 2.02 1.44 1.50 0.06 0.05 0.243 0.757 60.438 0.45 0.38 2.01 1.45 1.53 0.06 0.05 0.194 0.806 67.445 0.50 0.43 2.00 1.46 1.56 0.07 0.06 0.146 0.854 74.891 0.55 0.47 2.00 1.47 1.59 0.07 0.06 0.097 0.903 82.482 0.61 0.52 1.99 1.47 1.62 0.08 0.07 0.049 0.951 90.365 0.67 0.57 1.98 1.49 1.64 0.08 0.07 0.000 1.000 100.000 Reference point for soundings : X= 1.219 m , Y= 1.130 m , Z= 1.000 m Reference point for ullage : X= 1.219 m , Y= 1.130 m , Z= 2.000 m MomInerT : Moment of Inertia, Transversal FSCMom : Free Surface Correction Moment

58


Compartment no. 2 , Vatntangi Volume Table ------------ Specific gravity : 1.0000 , Trim = 0.00 m, no list Net Volume/Weight LCG TCG VCG MomInerT FSCMomT Ullage Sound. % Fill (m3) (t) (m) (m) (m) (m4) (t*m) (m) (m) (-) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.00 0.00 3.62 1.22 1.00 0.00 0.00 1.000 0.000 0.000 0.03 0.03 3.57 1.25 1.05 0.01 0.01 0.908 0.092 2.679 0.06 0.06 3.52 1.27 1.08 0.01 0.01 0.858 0.142 5.089 0.09 0.09 3.47 1.29 1.12 0.02 0.02 0.807 0.193 8.125 0.13 0.13 3.44 1.31 1.15 0.03 0.03 0.757 0.243 11.696 0.17 0.17 3.42 1.34 1.18 0.04 0.04 0.706 0.294 15.804 0.22 0.22 3.41 1.36 1.21 0.05 0.05 0.656 0.344 20.357 0.28 0.28 3.39 1.37 1.24 0.06 0.06 0.606 0.394 25.268 0.33 0.33 3.38 1.39 1.27 0.07 0.07 0.555 0.445 30.357 0.39 0.39 3.37 1.40 1.30 0.07 0.07 0.505 0.495 35.804 0.45 0.45 3.37 1.42 1.33 0.08 0.08 0.454 0.546 41.429 0.52 0.52 3.36 1.43 1.36 0.09 0.09 0.404 0.596 47.232 0.59 0.59 3.35 1.44 1.39 0.10 0.10 0.353 0.647 53.304 0.65 0.65 3.35 1.45 1.42 0.10 0.10 0.303 0.697 59.464 0.72 0.72 3.35 1.46 1.45 0.11 0.11 0.252 0.748 65.804 0.79 0.79 3.34 1.47 1.48 0.12 0.12 0.202 0.798 72.321 0.87 0.87 3.34 1.48 1.51 0.12 0.12 0.151 0.849 78.929 0.94 0.94 3.34 1.49 1.53 0.13 0.13 0.101 0.899 85.625 1.01 1.01 3.33 1.49 1.56 0.13 0.13 0.050 0.950 92.411 1.10 1.10 3.33 1.50 1.59 0.13 0.13 0.000 1.000 100.000 Reference point for soundings : X= 2.519 m , Y= 1.080 m , Z= 1.000 m Reference point for ullage : X= 2.519 m , Y= 1.080 m , Z= 2.000 m MomInerT : Moment of Inertia, Transversal FSCMom : Free Surface Correction Moment

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Compartment no. 3 , Brennoljutangi BB Volume Table ------------ Specific gravity : 0.8500 , Trim = 0.00 m, no list Net Volume/Weight LCG TCG VCG MomInerT FSCMomT Ullage Sound. % Fill (m3) (t) (m) (m) (m) (m4) (t*m) (m) (m) (-) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.00 0.00 3.33 -1.31 1.00 0.03 0.03 1.000 0.000 0.000 0.07 0.06 3.30 -1.33 1.04 0.05 0.04 0.928 0.072 3.710 0.13 0.11 3.27 -1.35 1.07 0.07 0.06 0.876 0.124 6.889 0.20 0.17 3.24 -1.37 1.10 0.08 0.07 0.825 0.175 10.599 0.27 0.23 3.22 -1.38 1.12 0.10 0.09 0.773 0.227 14.626 0.35 0.30 3.20 -1.40 1.15 0.12 0.10 0.722 0.278 19.025 0.44 0.37 3.19 -1.41 1.18 0.13 0.11 0.670 0.330 23.688 0.53 0.45 3.17 -1.42 1.21 0.15 0.12 0.619 0.381 28.564 0.62 0.53 3.16 -1.44 1.24 0.16 0.14 0.567 0.433 33.704 0.72 0.61 3.16 -1.45 1.27 0.18 0.15 0.516 0.484 38.951 0.82 0.70 3.15 -1.46 1.30 0.19 0.16 0.464 0.536 44.409 0.93 0.79 3.14 -1.47 1.33 0.20 0.17 0.412 0.588 50.026 1.03 0.88 3.14 -1.48 1.36 0.22 0.19 0.361 0.639 55.803 1.14 0.97 3.13 -1.49 1.39 0.23 0.20 0.309 0.691 61.738 1.25 1.07 3.13 -1.50 1.42 0.25 0.21 0.258 0.742 67.780 1.37 1.16 3.12 -1.51 1.45 0.26 0.22 0.206 0.794 73.927 1.48 1.26 3.12 -1.51 1.48 0.27 0.23 0.155 0.845 80.180 1.60 1.36 3.12 -1.52 1.50 0.28 0.23 0.103 0.897 86.486 1.72 1.46 3.11 -1.53 1.53 0.28 0.24 0.052 0.948 92.899 1.85 1.57 3.11 -1.54 1.56 0.29 0.25 0.000 1.000 100.000 Reference point for soundings : X= 2.019 m , Y= -1.030 m , Z= 1.000 m Reference point for ullage : X= 2.019 m , Y= -1.030 m , Z= 2.000 m MomInerT : Moment of Inertia, Transversal FSCMom : Free Surface Correction Moment

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Samlað mappa Annika st ver 190908

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