PRELIMINÄR TRIM- & STABILITETSBOK med Skadestabilitetsberäkningar. EKO-Ø-Färjan

PRELIMINÄR TRIM- & STABILITETSBOK ed Skadestabilitetsberäkningar FÖR EKO-Ø-Färjan Reg.bet. n.a CORIOLIS AB Mats Hjortberg Södra Snäckskalsvägen 4 417 29 Göteborg Tel. 031 511900 Mob. 0708 870826 Fax. 031 515353 Datu: 2012-08-15

INNEHÅLLSFÖRTECKNING 1. HUVUDDATA 2. FÖRKORTNINGAR och BETECKNINGAR 3. HANDLEDNING VID BERÄKNING AV TRIM OCH STABILITET 4. ALLMÄNNA RÅD AVSEENDE FARTYGETS STABILITET 5. TANKPLAN 6. DATA FÖR LÄTT FARTYG 7. MAX -KURVOR INTAKT-KONDITIONER 8. MAX -KURVOR SKADE-KONDITIONER 9. LASTKONDITIONER INTAKTKONDITIONER Kondition - 1 : Lätt fartyg Kondition - 2 : Avgångskondition, 100% (98%) Bunker (inga passagerare) Kondition - 3 : Ankostkondition, 10% Bunker (inga passagerare) Kondition - 4 : Avgångskondition, 100% (98%) Bunker, 200 passagerare, Bilar, Fribordskondition Kondition 4-IS : Avgångskondition, 100% (98%) Bunker, 200 passagerare, Bilar, Nedisning Kondition 5 : Ankostkondition, 10% Bunker, 200 passagerare, Bilar Kondition 5-IS : Ankostkondition, 10% Bunker, 200 passagerare, Bilar, Nedisning Kondition - 6 : Avgångskondition, 100% (98%) Bunker, 200 passagerare, Bilar, Passageraroent Kondition - 7 : Ankostkondition, 10% Bunker, 200 passagerare, Bilar, Passageraroent SKADEKONDITIONER Kondition- 10 : Avgång, 100% (98%) Bunker + 200 passagerare + last, Copartent 1.S skadad. Kondition- 11 : Avgång, 100% (98%) Bunker + 200 passagerare + last, Copartent 2.S skadad. Kondition- 12 : Avgång, 100% (98%) Bunker + 200 passagerare + last, Copartent 3.S skadad.*** 2

Kondition- 13 : Avgång, 100% (98%) Bunker + 200 passagerare + last, Copartent Tankar.S skadad.*** Kondition- 14 : Avgång, 100% (98%) Bunker + 200 passagerare + last, Copartent Engine.S skadad.*** Kondition- 15 : Avgång, 100% (98%) Bunker + 200 passagerare + last, Copartent Steering.S skadad*** Kondition- 20 : Ankost, 10% Bunker + 200 passagerare + last, Copartent 1.S skadad.*** Kondition- 21 : Ankost, 10% Bunker + 200 passagerare + last, Copartent 2.S skadad.*** Kondition- 22 : Ankost, 10% Bunker + 200 passagerare + last, Copartent 3.S skadad.*** Kondition- 23 : Ankost, 10% Bunker + 200 passagerare + last, Copartent Tankar.S skadad.*** Kondition- 24 : Ankost, 10% Bunker + 200 passagerare + last, Copartent Engine.S skadad.*** Kondition- 25 : Ankost, 10% Bunker + 200 passagerare + last, Copartent Steering.S skadad. *** 10. HYDROSTATISKA DATA 11. PANTOKARENER (CROSS CURVES) APPENDIX A. APPENDIX B. APPENDIX C GEOMETRIBESKRIVNING GENERALARRANGEMANG INFORMATIVA LASTFALL TUNG LASTBIL ÖVER AKTERRAMP Lastkondition 4A & 4B 3

1. HUVUDDATA Fartygets nan: Byggnadsvarv: Byggnadsår (kölsträckt): Byggnadsnuer: Igenkänningssignal: Hea han: Ägare: Eko-Ø-Färjan Danish Yachts, Skagen, Danark t.b.d n.a n.a Tunø, Danark n.a Huvuddiensioner: Längd över allt: Längd ellan PP: Bredd allad: Djup allat: Spant distans: 30.70 29.70 10.00 3.20 1000 Antal passagerare: 200 Fartoråde: D KOORDINATSYSTEM, BASLINJE ETC.: Se Geoetribeskrivning (Appendix A) sat Generalarrangeangsritning (Appendix B). Långskepps referens (X=0) är AP, där AP = Akterspegeln. X-axeln pekar förut. Tvärskepps referens (Y=0) är CL. Y-axeln pekar åt SB. Vertikal referens (Z=0) är BL, där BL = Underkant köl. Z-axeln pekar uppåt Akterligt tri är positivt (+). Förligt tri är negativt (-). Alla djupgåenden är relaterade till Baslinjen och LPP/2 (= 14.85 för o X=0). 4

2. FÖRKORTNINGAR och BETECKNINGAR a = aft AP = Aft Perpendicular B = Centre of Buoyancy BL = Base Line B = Breadth oulded BP = Bollard Pull C/L = Centre Line Displ = Displaceent D = Depth oulded f = forward FP = Forward Perpendicular F/S = Free Surface FSM = (I x ρ) = FSMt = (I x ρ)= FSMl = (I x ρ)= Free Surface Moent in tonnes x etres Free Surface Moent (transverse) in tonnes x etres Free Surface Moent (longitudinal) in tonnes x etres G = Centre of Gravity GM = Metacentric Height GZ = RA = Righting Ar I = i = Moent of Inertia ( 4 ) K = Keel KMl = KML = KMt = KMT = longitudinal Metacentric Height above baseline transverse Metacentric Height above baseline KN = Value of stability Cross Curves KG = = Vertical Centre of Gravity above baseline L = Longitudinal 5

L a = Length between AP and aft draught reading ark L f = Length between FP and forward draught reading ark LC = Loading Condition LCB = Longitudinal Centre of Buoyancy LCF = Longitudinal Centre of Floatation = Longitudinal Centre of Gravity LL = Load Line LOA = Length Over All LP = Lateral Plane LPP = LBP = Length Between Perpendiculars L/2 = (Length Between Perpendiculars)/2 M = Metacentre MCT = Moent to Change Tri 1 c MS = MidShip M/S = Motor Ship = Metric Tonnes = etre(s) -Rad = etre Radians μ = ρ = density P = Port Pt = Point RA = GZ = Righting Ar ρ = μ = density S = Starboard SpGr = Specific Gravity (= density) T = Transverse 6

T = Draught to baseline aidships t = tri t a = draught at aft reading ark t f = draught at forward reading ark t aft = draught at aft perpendicular t fwd = draught at forward perpendicular Theta = Θ = Angle of inclination TPc = TPC = Tonnes per centietre iersion TCB = Transverse Centre of Buoyancy = Transverse Centre of Gravity V = Vertical VCB = Vertical Centre of Buoyancy above baseline = KG = Vertical Centre of Gravity above baseline c = KGc = Vertical Centre of Gravity corrected for FSM effect 7

3. HANDLEDNING VID BERÄKNING AV TRIM OCH STABILITET 3.1 TRIM 3.1.1 Allänt Ett fartygs tri, skillnaden ellan djupgåendet för och akter, uppstår geno att fartygets viktstyngdpunkt () inte saanfaller ed deplaceentstyngdpunkten (LCB) på jän köl i långskeppsled för saa deplaceent. 3.1.2 Beräkningsgång Vid beräkning av fartygets tri bestäs först viktstyngdpunktens läge. Aktuella hävarar och vikter fås ur tabeller över kapacitet och tyngdpunktskoordinater för lätt fartyg, lastutryen och bunkertankar. Viktstyngdpunkten från L/2 erhålls geno dels suering av alla ingående delvikter (w) och dels suering av alla delvikters oent kring L/2 (w*x) ed avseende på sina tecken. Därvid beaktas att vikter placerade för o L/2 är positiva och vikter placerade akter o L/2 är negativa. = su(w*x)/su w. Viktstyngdpunkten över köl () erhålls geno suering av alla delvikters oent över baslinjen (w*y). = su(w*y)/su w. Deplaceentstyngdpunkten från L/2 erhålls ur hydrostatiska data för fartyget på jän köl. Avståndet ellan den så erhållna deplaceentstyngdpunkten (LCB) och fartygets viktstyngdpunkt () kallas för triande hävar (h). Vid negativt värde har fartyget akterligt tri och vid positivt värde förligt tri. Långskeppsetacentru (KML) erhålls ur hydrostatiska data för fartyget på jän köl. KML ger geno subtraktion ed långskeppsetacentruhöjden (GML). Totala triet (t) bestäs geno sabandet t = L*h/GML. Triets uppdelning för och akter är beroende av flytcentrus (LCF) läge ed avseende på L/2. LCF's läge erhålls från hydrostatiska data. Vid överslagsberäkningar antas flytcentru ligga på L/2 och då erhålls. Djupgående akter (da) da = d + t/2 Djupgående för (df) df = d - t/2 8

3.2 TVÄRSKEPPSSTABILITET 3.2.1 Allänt När fartyget ligger i upprätt läge ligger viktstyngdpunkten (G) och deplaceentstyngdpunkten (B) på saa vertikala linje i centerlinjeplanet, och oentet av tyngdkraft och flytkraft är således noll. Då fartyget kränger, ligger (G) och (B) ej på saa vertikala linje, varför tyngdkraft och flytkraft ger upphov till ett rätande oent. För att fartyget ej skall öka sin slagsida åste rätande oentet vara inst lika stort so det på fartyget verkande krängande oentet. Vid så krängningsvinklar kallas skärningspunkten ellan lodlinjen geno (B) och centerlinjen geno (G) för etacentru och tecknas (M). Avståndet (GM) kallas etacenterhöjd och är ett ått på fartygets initialstabilitet. Vid stora krängningsvinklar går uppdriftslinjen geno (B) inte längre geno (M) utan skärningspunkten rör sig utefter fartygets centerlinje. Skärningspunkten kallas virtuellt etacentru och betecknas (M'). Det horisontella avståndet (GZ) kallas rätande hävar. O (M) ligger under (G) (negativ etacenterhöjd) får fartyget en peranent slagsida, i sästa fall kantrar det. Observera att slagsida beroende på negativ etacenterhöjd aldrig får korrigeras geno töning av bottentankar, ty då ökar den negativa etacenterhöjden. Avståndet (KM) och (KM') beror av djupgåendet, (KG) beror på placering av last, bunker, färskvatten, förråd etc. 3.2.2 Beräkningsgång (KG) kan beräknas geno oenträkning kring baslinjen (K). (KG) = = su(w*y)/su w (Se avsnitt 1.2 ovan) Aktuella vikter och tyngdpunktslägen fås ur tabeller över kapacitet, och tyngdpunktskoordinater för lätt fartyg, lastutryen, och bunkertankar. Ur hydrostatiska data erhålls tvärskeppsetacentrus läge över baslinjen (KM). Metacenterhöjden (GM) = (KM) - (KG) Förekoer fria vätskeytor i tankarna skall (GM) reduceras. Reduktion (GG') = (sua oent av fria vätskeytor)/(viktsdeplaceent) Då erhålls (G'M) = (GM) - (GG').Den rätande hävaren erhålls sedan so: Alt 1. Alt 2. G'Z = MS + G'M*sinφ G'Z = KN - KG'*sinφ 9

Rätande oentet so funktion av krängningsvinkeln plottas i ett diagra (GZ-kurvan) ett för varje lastkondition. Ur G'Z-kurvorna erhålls bl.a den axiala rätande hävaren, vinkeln vid vilken denna uppträder sat stabilitetsvidden. 10

4. ALLMÄNNA RÅD AVSEENDE FARTYGETS STABILITET 4.1 Allänt Att fartyget uppfyller de allänna stabilitetskriterierna och har godkända stabilitetshandlingar obord är ingen garanti för att fartyget oberoende av oständigheterna inte kan kapsejsa och sjunka. Inte heller befriar det fartygets befälhavare från någon av hans skyldigheter i saband ed lastning och fraförande av fartyget. Befälhavaren skall hantera sitt fartyg ed gott odöe och gott sjöansskap ed avseende på väderlekssituation, väderleksutsikter och geografiska förhållanden. och vidta läpliga åtgärder avseende kurs och fart ed hänsyn till rådande oständigheter. Fartyget skall lastas och barlastas på sådant sätt att kraven på stabilitet, bärighet och styrka uppfylls under hela resan. Innan resan påbörjas skall åtgärder för att förhindra lastförskjutning vidtas. Nödvändig trining skall utföras och i förekoande fall skall lasten surras. I stabilitetsboken ingår stabilitetsinforation o ett antal för fartyget typiska lastfall och ytterligare inforation, so gör det öjligt för fartygets befälhavare att beräkna fartygets stabilitetsegenskaper i alla tänkbara lastkonditioner. 4.2 Anvisningar Max antal passagerare, utöver nödvändig besättning, är 200 passagerare. Då farligt gods transporteras på Ro-Ro-däck är passagerarantalet, p.g.a. brandriskskäl, reducerat till ax. 25 passagerare. Då tung lastbil (31 T) transporteras får passagerarantalet reduceras så att ax djupgående enl.lastärket ej överskrids. Se Appendix C, lastkondition 4B. Fartyget är certifierat för fartoråde D. Lastkondition 4 utgör fartygets fribordskondition (ax nedlastning). 11

5 TANKPLAN Tankplan, tankarna fyllda 100%. Fluid Legend Fluid Nae Legend Load% DIESEL OIL 5.10 100.00% FRESH WATER 5.00 100.00% 12

Tank Status SALT WATER Tank Spgr Load Nae (%) accood.c 1.025 <epty> COMP_1.p 1.025 <epty> COMP_1.s 1.025 <epty> COMP_2.p 1.025 <epty> COMP_2.s 1.025 <epty> COMP_3.p 1.025 <epty> COMP_3.s 1.025 <epty> COMP_engine.p 1.025 <epty> COMP_engine.s 1.025 <epty> COMP_steering.p 1.025 <epty> COMP_steering.s 1.025 <epty> COMP_tankar.p 1.025 <epty> COMP_tankar.s 1.025 <epty> Volue (ltrs.) DIESEL OIL Tank Nae Spgr Load (%) Volue (ltrs.) do.p 0.870 100.00% 2.55 13.015f 3.660p 1.550 2 930.9 do.s 0.870 100.00% 2.55 13.015f 3.660s 1.550 2 930.9 Subtotals: 100.00% 5.10 13.015f 0.000 1.550 5 861.8 FRESH WATER Tank Nae Spgr Load (%) Volue (ltrs.) b&g.p 1.000 100.00% 2.50 11.124f 3.660p 1.163 2 501.5 fw.s 1.000 100.00% 2.50 11.124f 3.660s 1.163 2 501.5 Subtotals: 100.00% 5.00 11.124f 0.000 1.163 5 003.1 All Tanks Spgr Load (%) Volue (ltrs.) Totals: 1.33% 10.10 12.078f 0.000 1.358 10 864.9 13

Tank Capacities for do.p containing DIESEL OIL (0.870) Tri: 0.023/29.700, No Heel Ref Ht Load (%) Volue (3) Lcg Tcg Vcg FSMt (MT-) FSMl (MT-) 0.00% 0.00 0.00 0.80 5.00% 0.15 0.13 13.013f 3.660p 0.743 0.28 0.17 0.88 10.00% 0.29 0.25 13.014f 3.660p 0.785 0.28 0.17 1.05 20.00% 0.59 0.51 13.014f 3.660p 0.870 0.28 0.17 1.22 30.00% 0.88 0.76 13.014f 3.660p 0.955 0.28 0.17 1.39 40.00% 1.17 1.02 13.014f 3.660p 1.040 0.28 0.17 1.56 50.00% 1.47 1.27 13.014f 3.660p 1.125 0.28 0.17 1.73 60.00% 1.76 1.53 13.014f 3.660p 1.210 0.28 0.17 1.90 70.00% 2.05 1.78 13.014f 3.660p 1.295 0.28 0.17 2.07 80.00% 2.34 2.04 13.014f 3.660p 1.380 0.28 0.17 2.24 90.00% 2.64 2.29 13.014f 3.660p 1.465 0.28 0.17 2.33 95.00% 2.78 2.42 13.014f 3.660p 1.508 0.28 0.17 2.38 98.00% 2.87 2.50 13.014f 3.660p 1.533 0.28 0.17 100.00% 2.93 2.55 13.015f 3.660p 1.550 Reference Point Part Long. Trans. Vert. do.p 0.000 0.000 0.000 Volue 3 MT FSMt -MT FSMl -MT Ref. Ht. Tank Characteristics Volue 3-2.0-1.0 0.0 1.0 2.0 3.0 1.0 L o a d 0.5 MT x 1 0.0 1.0 2.0 3.0 FSMt -MT x 1-0.5 0.0 0.5 1.0 FSMl -MT x 0.1 0.0 1.0 2.0 x 1-1.0 0.0 1.0 2.0 Ref. Ht. x 1 0.0 1.0 2.0 3.0 0.0 14

Tank Capacities for do.s containing DIESEL OIL (0.870) Tri: 0.023/29.700, No Heel Ref Ht Load (%) Volue (3) Lcg Tcg Vcg FSMt (MT-) FSMl (MT-) 0.00% 0.00 0.00 0.80 5.00% 0.15 0.13 13.013f 3.660s 0.743 0.28 0.17 0.88 10.00% 0.29 0.25 13.014f 3.660s 0.785 0.28 0.17 1.05 20.00% 0.59 0.51 13.014f 3.660s 0.870 0.28 0.17 1.22 30.00% 0.88 0.76 13.014f 3.660s 0.955 0.28 0.17 1.39 40.00% 1.17 1.02 13.014f 3.660s 1.040 0.28 0.17 1.56 50.00% 1.47 1.27 13.014f 3.660s 1.125 0.28 0.17 1.73 60.00% 1.76 1.53 13.014f 3.660s 1.210 0.28 0.17 1.90 70.00% 2.05 1.78 13.014f 3.660s 1.295 0.28 0.17 2.07 80.00% 2.34 2.04 13.014f 3.660s 1.380 0.28 0.17 2.24 90.00% 2.64 2.29 13.014f 3.660s 1.465 0.28 0.17 2.33 95.00% 2.78 2.42 13.014f 3.660s 1.508 0.28 0.17 2.38 98.00% 2.87 2.50 13.014f 3.660s 1.533 0.28 0.17 100.00% 2.93 2.55 13.015f 3.660s 1.550 Reference Point Part Long. Trans. Vert. do.s 0.000 0.000 0.000 Volue 3 MT FSMt -MT FSMl -MT Ref. Ht. Tank Characteristics Volue 3-2.0-1.0 0.0 1.0 2.0 3.0 1.0 L o a d 0.5 MT x 1 0.0 1.0 2.0 3.0 FSMt -MT x 1-0.5 0.0 0.5 1.0 FSMl -MT x 0.1 0.0 1.0 2.0 x 1-1.0 0.0 1.0 2.0 Ref. Ht. x 1 0.0 1.0 2.0 3.0 0.0 15

Tank Capacities for b&g.p containing FRESH WATER (1.000) Tri: 0.023/29.700, No Heel Ref Ht Load (%) Volue (3) Lcg Tcg Vcg FSMt (MT-) FSMl (MT-) 0.00% 0.00 0.00 0.29 5.00% 0.13 0.13 11.124f 3.662p 0.191 0.12 0.03 0.43 10.00% 0.25 0.25 11.124f 3.663p 0.272 0.21 0.03 0.66 20.00% 0.50 0.50 11.124f 3.662p 0.404 0.37 0.04 0.85 30.00% 0.75 0.75 11.124f 3.661p 0.519 0.51 0.04 1.04 40.00% 1.00 1.00 11.124f 3.661p 0.623 0.62 0.05 1.21 50.00% 1.25 1.25 11.124f 3.661p 0.721 0.71 0.05 1.37 60.00% 1.50 1.50 11.124f 3.660p 0.815 0.78 0.05 1.54 70.00% 1.75 1.75 11.124f 3.660p 0.905 0.84 0.05 1.69 80.00% 2.00 2.00 11.124f 3.660p 0.993 0.88 0.05 1.85 90.00% 2.25 2.25 11.124f 3.660p 1.079 0.88 0.05 1.93 95.00% 2.38 2.38 11.124f 3.660p 1.121 0.88 0.05 1.98 98.00% 2.45 2.45 11.124f 3.660p 1.146 0.88 0.05 100.00% 2.50 2.50 11.124f 3.660p 1.163 Reference Point Part Long. Trans. Vert. b&g.p 0.000 0.000 0.000 Volue 3 MT FSMt -MT FSMl -MT Ref. Ht. Tank Characteristics Volue 3-2.0-1.0 0.0 1.0 2.0 1.0 L o a d 0.5 MT x 1 0.0 1.0 2.0 3.0 FSMt -MT x 1 0.0 1.0 FSMl -MT x 0.1 0.0 1.0 x 1 0.0 1.0 2.0 Ref. Ht. x 1 0.0 1.0 2.0 3.0 0.0 16

Tank Capacities for fw.s containing FRESH WATER (1.000) Tri: 0.023/29.700, No Heel Ref Ht Load (%) Volue (3) Lcg Tcg Vcg FSMt (MT-) FSMl (MT-) 0.00% 0.00 0.00 0.29 5.00% 0.13 0.13 11.124f 3.662s 0.191 0.12 0.03 0.43 10.00% 0.25 0.25 11.124f 3.663s 0.272 0.21 0.03 0.66 20.00% 0.50 0.50 11.124f 3.662s 0.404 0.37 0.04 0.85 30.00% 0.75 0.75 11.124f 3.661s 0.519 0.51 0.04 1.04 40.00% 1.00 1.00 11.124f 3.661s 0.623 0.62 0.05 1.21 50.00% 1.25 1.25 11.124f 3.661s 0.721 0.71 0.05 1.37 60.00% 1.50 1.50 11.124f 3.660s 0.815 0.78 0.05 1.54 70.00% 1.75 1.75 11.124f 3.660s 0.905 0.84 0.05 1.69 80.00% 2.00 2.00 11.124f 3.660s 0.993 0.88 0.05 1.85 90.00% 2.25 2.25 11.124f 3.660s 1.079 0.88 0.05 1.93 95.00% 2.38 2.38 11.124f 3.660s 1.121 0.88 0.05 1.98 98.00% 2.45 2.45 11.124f 3.660s 1.146 0.88 0.05 100.00% 2.50 2.50 11.124f 3.660s 1.163 Reference Point Part Long. Trans. Vert. fw.s 0.000 0.000 0.000 Volue 3 MT FSMt -MT FSMl -MT Ref. Ht. Tank Characteristics Volue 3-2.0-1.0 0.0 1.0 2.0 1.0 L o a d 0.5 MT x 1 0.0 1.0 2.0 3.0 FSMt -MT x 1 0.0 1.0 FSMl -MT x 0.1 0.0 1.0 x 1 0.0 1.0 2.0 Ref. Ht. x 1 0.0 1.0 2.0 3.0 0.0 17

6. DATA FÖR LÄTT FARTYG Data för Lätt fartyg har erhållits geno att en noggrann projektering och viktberäkning har gjorts. Följande värden för Lätt Fartyg erhölls geno viktberäkningen: Deplaceent: 71.988 T : 3.177. över BL : 14.442. för o AP 18

7. MAX -kurvor Intakt-konditioner Max : Draft (MS) / Tri Baslinjen vid underkant köl. (Djupgående från baslinjen, origo i akterspegeln, a : akter o origo, f : för o origo). General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Tri = zero at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 63.3 0.95 6.379 1427.2% 866.6% 0.1% 249.5% <large> 68.6 1.00 6.409 1395.5% 847.2% 0.1% 249.4% <large> 74.1 1.05 6.439 1362.2% 826.9% 0.1% 249.3% 9660.7% 79.8 1.10 *6.470 1331.2% 807.9% 0.1% 249.1% 9296.4% 85.7 1.15 6.501 1298.7% 788.1% 0.0% 248.9% 8918.8% 91.7 1.20 6.533 1263.3% 766.5% 0.0% 248.6% 8398.2% 98.0 1.25 *6.565 1229.1% 745.6% 0.1% 248.3% 7877.6% 104.3 1.30 *6.597 1192.8% 723.4% 0.1% 248.1% 7373.3% 110.8 1.35 6.630 1159.6% 703.1% 0.0% 247.7% 6889.8% 117.3 1.40 6.663 1122.7% 680.5% 0.0% 247.4% 6421.9% 123.9 1.45 6.695 1086.1% 658.2% 0.1% 247.3% 5974.3% 130.6 1.50 6.727 1049.7% 635.9% 0.1% 247.5% 5548.5% 137.3 1.55 6.757 1013.7% 613.9% 0.0% 248.1% 5148.8% 144.1 1.60 *6.785 977.1% 591.6% 0.1% 249.1% 4784.5% 151.0 1.65 6.811 939.4% 568.5% 0.0% 249.6% 4439.7% 157.8 1.70 6.836 901.0% 545.0% 0.1% 249.6% 4121.6% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 50.0 100.0 150.0 Tri 0.00 M 6.875 A X V C G 6.750 6.625 6.500 6.375 19

General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Max : Draft (MS) / Tri Tri = aft 0.050/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 63.6 0.95 *6.381 1429.8% 868.2% 0.1% 249.5% <large> 68.9 1.00 *6.411 1397.6% 848.5% 0.1% 249.4% <large> 74.4 1.05 6.441 1364.1% 828.0% 0.1% 249.3% 9855.9% 80.1 1.10 *6.472 1332.9% 808.9% 0.1% 249.0% 9473.8% 86.1 1.15 6.503 1300.5% 789.2% 0.0% 248.8% 8938.6% 92.2 1.20 6.535 1265.1% 767.5% 0.0% 248.5% 8394.9% 98.5 1.25 *6.567 1230.5% 746.5% 0.1% 248.2% 7863.3% 104.8 1.30 *6.599 1193.4% 723.8% 0.1% 248.0% 7347.7% 111.3 1.35 6.631 1160.1% 703.4% 0.0% 247.6% 6854.2% 117.8 1.40 6.664 1122.7% 680.5% 0.0% 247.4% 6381.4% 124.5 1.45 6.696 1085.8% 658.0% 0.1% 247.3% 5928.8% 131.1 1.50 6.728 1049.2% 635.6% 0.0% 247.7% 5504.6% 137.9 1.55 6.757 1013.3% 613.6% 0.1% 248.6% 5109.8% 144.6 1.60 6.785 976.5% 591.2% 0.0% 249.5% 4747.7% 151.5 1.65 6.811 938.5% 567.9% 0.0% 249.9% 4406.1% 158.3 1.70 6.836 899.6% 544.2% 0.1% 250.1% 4091.2% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 50.0 100.0 150.0 Tri 0.10 a 6.875 M A X V C G 6.750 6.625 6.500 6.375 20

General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Max : Draft (MS) / Tri Tri = aft 0.100/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 63.8 0.95 *6.384 1432.1% 869.6% 0.1% 249.5% <large> 69.2 1.00 *6.413 1399.6% 849.7% 0.1% 249.4% <large> 74.8 1.05 6.444 1365.7% 829.0% 0.1% 249.2% 9935.2% 80.6 1.10 *6.474 1334.2% 809.7% 0.1% 249.0% 9519.0% 86.6 1.15 6.505 1301.8% 790.0% 0.0% 248.8% 8949.3% 92.7 1.20 *6.537 1266.4% 768.4% 0.2% 248.5% 8385.4% 99.0 1.25 *6.569 1231.5% 747.1% 0.1% 248.2% 7840.5% 105.3 1.30 6.600 1193.7% 724.0% 0.1% 247.8% 7316.0% 111.8 1.35 6.633 1160.2% 703.4% 0.0% 247.5% 6814.1% 118.4 1.40 6.666 1122.3% 680.3% 0.1% 247.3% 6335.2% 125.0 1.45 6.698 1085.2% 657.6% 0.1% 247.4% 5881.9% 131.7 1.50 6.729 1048.6% 635.2% 0.0% 248.1% 5461.0% 138.4 1.55 *6.757 1012.6% 613.2% 0.2% 249.1% 5071.0% 145.2 1.60 *6.785 975.4% 590.4% 0.3% 249.6% 4709.7% 152.0 1.65 6.811 937.2% 567.2% 0.0% 250.3% 4372.7% 158.8 1.70 6.835 897.9% 543.2% 0.1% 250.3% 4060.6% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 50.0 100.0 150.0 Tri 0.19 a 6.875 M A X V C G 6.750 6.625 6.500 6.375 21

General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Max : Draft (MS) / Tri Tri = aft 0.150/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 64.1 0.95 *6.387 1434.2% 870.8% 0.1% 249.5% <large> 69.5 1.00 *6.416 1401.2% 850.7% 0.1% 249.3% <large> 75.2 1.05 *6.446 1367.0% 829.8% 0.1% 249.2% <large> 81.0 1.10 *6.477 1335.1% 810.3% 0.2% 248.9% 9537.8% 87.0 1.15 6.508 1302.6% 790.5% 0.0% 248.7% 8943.8% 93.2 1.20 6.539 1267.3% 768.9% 0.1% 248.3% 8366.2% 99.5 1.25 *6.571 1232.0% 747.4% 0.1% 248.1% 7810.4% 105.9 1.30 6.602 1193.8% 724.0% 0.1% 247.7% 7278.4% 112.4 1.35 6.635 1159.8% 703.2% 0.0% 247.5% 6769.5% 118.9 1.40 6.667 1121.8% 680.0% 0.0% 247.4% 6283.9% 125.5 1.45 6.699 1084.4% 657.1% 0.1% 247.6% 5834.4% 132.2 1.50 *6.729 1047.8% 634.7% 0.1% 248.5% 5417.8% 138.9 1.55 *6.757 1011.8% 612.7% 0.1% 249.5% 5032.6% 145.7 1.60 *6.785 974.4% 589.8% 0.3% 249.9% 4672.9% 152.5 1.65 6.810 935.8% 566.3% 0.0% 250.6% 4339.6% 159.3 1.70 6.835 896.0% 542.0% 0.1% 250.6% 4030.0% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 50.0 100.0 150.0 Tri 0.29 a M 6.875 A X V C G 6.750 6.625 6.500 6.375 22

General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Max : Draft (MS) / Tri Tri = aft 0.200/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 64.4 0.95 6.390 1435.8% 871.8% 0.1% 249.5% <large> 69.9 1.00 *6.419 1402.5% 851.5% 0.1% 249.3% <large> 75.6 1.05 *6.449 1368.0% 830.4% 0.1% 249.1% <large> 81.5 1.10 *6.479 1335.6% 810.6% 0.2% 248.8% 9543.0% 87.5 1.15 6.511 1302.8% 790.6% 0.0% 248.5% 8929.4% 93.7 1.20 6.542 1267.9% 769.3% 0.1% 248.2% 8339.6% 100.0 1.25 *6.573 1232.0% 747.4% 0.1% 247.9% 7773.9% 106.4 1.30 6.605 1193.3% 723.7% 0.1% 247.6% 7234.8% 112.9 1.35 6.637 1159.1% 702.8% 0.0% 247.4% 6719.3% 119.5 1.40 6.669 1120.9% 679.4% 0.0% 247.4% 6231.9% 126.1 1.45 6.700 1083.4% 656.5% 0.0% 247.8% 5786.6% 132.7 1.50 *6.729 1046.8% 634.1% 0.2% 248.9% 5374.8% 139.4 1.55 *6.758 1010.8% 612.1% 0.1% 249.8% 4993.6% 146.2 1.60 6.784 973.3% 589.2% 0.0% 250.6% 4637.4% 153.0 1.65 6.810 934.0% 565.2% 0.0% 250.8% 4306.5% 159.8 1.70 6.834 893.8% 540.6% 0.1% 250.8% 3999.5% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 50.0 100.0 150.0 Tri 0.39 a 6.875 M A X V C G 6.750 6.625 6.500 6.375 23

General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Max : Draft (MS) / Tri Tri = aft 0.250/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 64.7 0.95 *6.393 1436.9% 872.5% 0.1% 249.4% <large> 70.3 1.00 6.423 1403.6% 852.2% 0.1% 249.3% <large> 76.0 1.05 *6.453 1368.6% 830.8% 0.1% 249.0% <large> 82.0 1.10 6.483 1335.7% 810.7% 0.0% 248.7% 9533.0% 88.0 1.15 6.514 1302.7% 790.5% 0.0% 248.4% 8904.9% 94.2 1.20 6.544 1267.8% 769.3% 0.1% 248.1% 8304.4% 100.6 1.25 6.576 1231.5% 747.1% 0.0% 247.8% 7730.9% 107.0 1.30 6.607 1192.3% 723.1% 0.1% 247.5% 7186.1% 113.4 1.35 6.639 1158.1% 702.2% 0.0% 247.3% 6663.9% 120.0 1.40 6.671 1119.7% 678.7% 0.0% 247.5% 6180.0% 126.6 1.45 6.701 1082.3% 655.8% 0.0% 248.2% 5737.6% 133.3 1.50 *6.730 1045.7% 633.4% 0.2% 249.3% 5331.8% 140.0 1.55 6.758 1009.6% 611.4% 0.1% 250.1% 4954.0% 146.7 1.60 *6.784 971.6% 588.3% 0.1% 250.9% 4601.6% 153.5 1.65 6.809 931.9% 564.0% 0.0% 251.0% 4273.6% 160.4 1.70 6.834 891.3% 539.1% 0.0% 250.9% 3969.3% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 100.0 150.0 Tri 0.48 a 6.875 M A X V C G 6.750 6.625 6.500 6.375 24

General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Max : Draft (MS) / Tri Tri = aft 0.300/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 65.1 0.95 *6.397 1437.6% 873.0% 0.1% 249.4% <large> 70.7 1.00 6.427 1404.2% 852.5% 0.1% 249.2% <large> 76.5 1.05 *6.456 1368.6% 830.8% 0.2% 248.9% <large> 82.5 1.10 6.487 1335.5% 810.6% 0.0% 248.6% 9513.2% 88.6 1.15 *6.517 1302.3% 790.3% 0.1% 248.3% 8873.6% 94.8 1.20 6.548 1266.9% 768.7% 0.1% 248.0% 8262.5% 101.1 1.25 6.579 1230.6% 746.5% 0.0% 247.7% 7682.0% 107.5 1.30 6.610 1190.9% 722.2% 0.0% 247.4% 7130.7% 114.0 1.35 6.642 1156.7% 701.3% 0.0% 247.3% 6606.2% 120.5 1.40 6.673 1118.2% 677.8% 0.0% 247.6% 6128.0% 127.1 1.45 *6.702 1081.0% 655.0% 0.1% 248.6% 5690.1% 133.8 1.50 *6.730 1044.4% 632.6% 0.1% 249.6% 5289.0% 140.5 1.55 6.758 1008.1% 610.4% 0.1% 250.4% 4914.5% 147.3 1.60 *6.783 969.3% 586.7% 0.3% 250.8% 4565.1% 154.0 1.65 6.808 929.7% 562.6% 0.1% 251.2% 4241.3% 160.9 1.70 6.833 888.5% 537.5% 0.0% 250.8% 3939.3% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 100.0 150.0 Tri 0.58 a 6.875 M A X V C G 6.750 6.625 6.500 6.375 25

General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Max : Draft (MS) / Tri Tri = aft 0.400/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 65.9 0.95 *6.406 1437.9% 873.1% 0.1% 249.2% <large> 71.6 1.00 *6.435 1403.6% 852.2% 0.1% 249.0% <large> 77.5 1.05 *6.465 1367.4% 830.0% 0.2% 248.6% <large> 83.5 1.10 *6.495 1333.9% 809.7% 0.1% 248.4% 9443.5% 89.7 1.15 6.525 1299.9% 788.9% 0.0% 248.0% 8783.8% 95.9 1.20 6.555 1263.5% 766.6% 0.1% 247.7% 8159.5% 102.2 1.25 6.586 1226.7% 744.1% 0.0% 247.4% 7567.9% 108.6 1.30 6.616 1187.2% 720.0% 0.0% 247.3% 7005.0% 115.1 1.35 6.647 1152.6% 698.8% 0.0% 247.5% 6491.1% 121.6 1.40 6.677 1114.5% 675.5% 0.0% 248.2% 6023.3% 128.2 1.45 *6.704 1077.5% 652.9% 0.2% 249.3% 5595.6% 134.9 1.50 6.732 1041.1% 630.6% 0.1% 250.2% 5201.0% 141.6 1.55 *6.757 1003.7% 607.7% 0.3% 250.7% 4835.4% 148.3 1.60 *6.782 964.3% 583.6% 0.5% 251.0% 4493.9% 155.1 1.65 *6.806 924.0% 559.2% 0.2% 251.3% 4177.0% 161.9 1.70 6.829 882.6% 533.8% 0.0% 250.3% 3880.8% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 100.0 150.0 Tri 0.77 a 6.875 M A X V C G 6.750 6.625 6.500 26

General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Max : Draft (MS) / Tri Tri = fwd 0.050/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 63.1 0.95 6.377 1424.4% 864.9% 0.1% 249.5% <large> 68.4 1.00 6.407 1393.0% 845.7% 0.1% 249.4% <large> 73.8 1.05 6.438 1360.1% 825.6% 0.1% 249.3% 9636.1% 79.4 1.10 *6.468 1329.1% 806.6% 0.1% 249.1% 9222.3% 85.2 1.15 *6.499 1296.5% 786.7% 0.1% 248.9% 8873.4% 91.3 1.20 *6.532 1261.3% 765.3% 0.2% 248.7% 8384.0% 97.5 1.25 *6.564 1227.4% 744.5% 0.1% 248.4% 7883.6% 103.8 1.30 6.596 1191.6% 722.6% 0.0% 248.0% 7392.1% 110.2 1.35 6.629 1158.7% 702.6% 0.0% 247.7% 6917.7% 116.8 1.40 6.662 1122.4% 680.4% 0.0% 247.4% 6458.5% 123.4 1.45 6.694 1086.2% 658.2% 0.1% 247.2% 6016.5% 130.1 1.50 6.726 1050.0% 636.1% 0.1% 247.3% 5592.5% 136.8 1.55 6.757 1013.8% 614.0% 0.1% 247.7% 5188.3% 143.6 1.60 *6.785 977.4% 591.8% 0.2% 248.6% 4820.3% 150.4 1.65 *6.811 940.1% 569.0% 0.1% 249.2% 4473.6% 157.3 1.70 *6.836 902.2% 545.8% 0.2% 249.1% 4152.4% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 50.0 100.0 150.0 Tri 0.10 f M 6.875 A X V C G 6.750 6.625 6.500 6.375 27

General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Max : Draft (MS) / Tri Tri = fwd 0.100/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 62.9 0.95 6.375 1421.4% 863.1% 0.0% 249.5% <large> 68.2 1.00 6.406 1390.2% 844.0% 0.1% 249.4% <large> 73.5 1.05 6.436 1357.8% 824.2% 0.1% 249.3% 9609.4% 79.1 1.10 *6.467 1326.6% 805.1% 0.1% 249.1% 9023.2% 84.9 1.15 *6.498 1294.0% 785.2% 0.1% 249.0% 8706.0% 90.9 1.20 6.530 1258.9% 763.8% 0.1% 248.8% 8361.3% 97.0 1.25 *6.563 1225.3% 743.3% 0.2% 248.5% 7883.0% 103.3 1.30 6.595 1190.1% 721.8% 0.1% 248.1% 7404.9% 109.7 1.35 6.628 1157.6% 701.9% 0.0% 247.8% 6940.1% 116.3 1.40 6.661 1121.8% 680.0% 0.0% 247.5% 6489.7% 122.9 1.45 6.693 1086.0% 658.1% 0.1% 247.2% 6053.6% 129.6 1.50 *6.725 1050.1% 636.1% 0.1% 247.1% 5635.1% 136.3 1.55 *6.755 1013.5% 613.8% 0.1% 247.3% 5228.0% 143.1 1.60 *6.785 977.6% 591.9% 0.2% 248.1% 4856.3% 149.9 1.65 *6.811 940.7% 569.4% 0.3% 248.7% 4507.6% 156.8 1.70 *6.836 903.4% 546.5% 0.2% 248.8% 4180.5% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 50.0 100.0 150.0 Tri 0.19 f M 6.875 A X V C G 6.750 6.625 6.500 6.375 28

General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Max : Draft (MS) / Tri Tri = fwd 0.150/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 62.8 0.95 6.374 1418.2% 861.1% 0.1% 249.4% <large> 68.0 1.00 6.405 1387.3% 842.2% 0.1% 249.4% <large> 73.3 1.05 6.435 1355.1% 822.6% 0.1% 249.3% 9576.1% 78.8 1.10 *6.466 1323.9% 803.4% 0.1% 249.2% 9002.5% 84.5 1.15 *6.497 1291.3% 783.5% 0.1% 249.0% 8639.0% 90.5 1.20 6.529 1256.2% 762.1% 0.1% 248.8% 8315.9% 96.6 1.25 *6.562 1223.0% 741.9% 0.2% 248.6% 7866.9% 102.8 1.30 6.595 1188.4% 720.7% 0.1% 248.2% 7408.7% 109.2 1.35 6.627 1156.1% 701.0% 0.0% 247.8% 6956.2% 115.8 1.40 6.660 1120.8% 679.4% 0.0% 247.5% 6515.0% 122.4 1.45 6.692 1085.5% 657.8% 0.1% 247.2% 6087.0% 129.1 1.50 *6.724 1049.8% 636.0% 0.1% 246.9% 5674.0% 135.8 1.55 *6.755 1013.3% 613.6% 0.2% 246.9% 5268.1% 142.6 1.60 6.784 977.6% 591.9% 0.0% 247.5% 4891.9% 149.4 1.65 6.811 941.0% 569.5% 0.1% 248.0% 4541.1% 156.3 1.70 *6.836 904.4% 547.2% 0.1% 248.3% 4207.0% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 50.0 100.0 150.0 Tri 0.29 f 6.875 M A X V C G 6.750 6.625 6.500 6.375 29

General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Max : Draft (MS) / Tri Tri = fwd 0.200/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 62.6 0.95 *6.372 1415.5% 859.4% 0.1% 249.4% <large> 67.8 1.00 6.404 1384.3% 840.4% 0.1% 249.4% <large> 73.1 1.05 6.434 1352.1% 820.7% 0.1% 249.3% 9533.4% 78.5 1.10 *6.465 1320.8% 801.6% 0.1% 249.2% 8973.1% 84.2 1.15 *6.497 1288.1% 781.6% 0.1% 249.0% 8519.4% 90.1 1.20 6.529 1253.3% 760.4% 0.1% 248.9% 8155.3% 96.2 1.25 *6.562 1220.4% 740.3% 0.2% 248.6% 7843.3% 102.4 1.30 6.594 1186.3% 719.4% 0.1% 248.2% 7405.9% 108.8 1.35 6.627 1154.4% 699.9% 0.0% 247.9% 6965.5% 115.3 1.40 6.659 1119.5% 678.6% 0.0% 247.5% 6534.7% 121.9 1.45 6.691 1084.7% 657.3% 0.1% 247.1% 6115.2% 128.5 1.50 *6.723 1049.3% 635.6% 0.2% 246.8% 5708.0% 135.3 1.55 *6.754 1013.0% 613.4% 0.3% 246.6% 5307.7% 142.1 1.60 6.783 977.6% 591.8% 0.0% 247.0% 4928.1% 148.9 1.65 6.810 941.3% 569.7% 0.0% 247.5% 4574.4% 155.8 1.70 *6.836 905.3% 547.7% 0.1% 247.9% 4233.1% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 50.0 100.0 150.0 Tri 0.39 f M 6.875 A X V C G 6.750 6.625 6.500 6.375 30

General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Max : Draft (MS) / Tri Tri = fwd 0.250/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 62.5 0.95 6.372 1412.2% 857.4% 0.1% 249.3% <large> 67.6 1.00 6.403 1381.0% 838.4% 0.1% 249.3% <large> 72.9 1.05 6.434 1348.9% 818.8% 0.1% 249.3% 9368.9% 78.3 1.10 *6.465 1317.4% 799.5% 0.1% 249.1% 8940.8% 83.9 1.15 *6.497 1284.7% 779.5% 0.1% 249.0% 8421.6% 89.7 1.20 6.529 1250.2% 758.5% 0.1% 248.9% 8090.2% 95.8 1.25 *6.562 1217.5% 738.5% 0.2% 248.6% 7798.9% 102.0 1.30 6.594 1184.0% 718.0% 0.1% 248.2% 7390.4% 108.3 1.35 6.626 1152.3% 698.7% 0.0% 247.9% 6967.0% 114.8 1.40 6.658 1118.0% 677.6% 0.0% 247.5% 6548.9% 121.4 1.45 6.690 1083.5% 656.5% 0.1% 247.0% 6138.8% 128.0 1.50 *6.722 1048.5% 635.1% 0.2% 246.6% 5738.4% 134.8 1.55 6.752 1012.7% 613.3% 0.1% 246.5% 5344.9% 141.6 1.60 6.782 977.4% 591.8% 0.0% 246.6% 4964.8% 148.4 1.65 6.809 941.5% 569.8% 0.0% 247.0% 4606.3% 155.3 1.70 *6.835 906.1% 548.2% 0.1% 247.4% 4259.1% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 50.0 100.0 150.0 Tri 0.48 f M 6.875 A X V C G 6.750 6.625 6.500 6.375 31

General Intact Stability IMO Resolution A.749 (18). Maxiu vs. Displaceent Max : Draft (MS) / Tri Tri = fwd 0.300/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 6 At -14.850 62.4 0.95 6.371 1408.7% 855.3% 0.1% 249.3% <large> 67.4 1.00 6.402 1377.7% 836.3% 0.1% 249.3% <large> 72.7 1.05 6.433 1345.4% 816.6% 0.1% 249.3% 9350.5% 78.1 1.10 6.465 1313.9% 797.4% 0.1% 249.2% 8901.4% 83.7 1.15 *6.497 1281.1% 777.3% 0.1% 249.0% 8391.2% 89.4 1.20 6.529 1246.9% 756.5% 0.1% 248.9% 8005.2% 95.4 1.25 *6.562 1214.3% 736.6% 0.2% 248.6% 7646.7% 101.5 1.30 6.594 1181.3% 716.4% 0.1% 248.2% 7364.2% 107.9 1.35 6.626 1150.1% 697.3% 0.0% 247.8% 6961.8% 114.3 1.40 6.658 1116.1% 676.5% 0.0% 247.4% 6555.9% 120.9 1.45 *6.690 1082.0% 655.6% 0.1% 246.9% 6156.7% 127.5 1.50 *6.721 1047.4% 634.4% 0.2% 246.4% 5764.4% 134.3 1.55 6.751 1012.1% 612.9% 0.0% 246.4% 5378.0% 141.1 1.60 *6.781 977.2% 591.7% 0.1% 246.3% 5001.3% 147.9 1.65 6.808 941.8% 570.0% 0.0% 246.5% 4636.6% 154.8 1.70 *6.834 906.5% 548.4% 0.1% 246.6% 4284.4% Notes : MaxVcg arked with * eans that this vcg is the nearest axvcg data Autohydro can find. There is no exact solution. Please use ra /li coand to verify the result. GENERAL INTACT STABILITY IMO RESOLUTION A.749 (18). Liit Min/Max (1) Area fro 0.00 deg to 30.00 >0.0550 -R (2) Area fro 0.00 deg to 40.00 or Flood >0.0900 -R (3) Area fro 30.00 deg to 40.00 or Flood >0.0300 -R (4) Righting Ar at 30.00 deg >0.200 (6) GM Upright >0.150 Max. vs. Displaceent Displaceent 50.0 100.0 150.0 Tri 0.58 f 6.875 M A X V C G 6.750 6.625 6.500 6.375 32

8. MAX -kurvor Skade-konditioner Max : Draft (MS) / Tri, Skadestabilitet Baslinjen vid underkant köl. (Djupgående från baslinjen, origo i akterspegeln, a : akter o origo, f : för o origo). Skadestabilitet - EU-direktiv 2010 /36/EU (D-oråde). Maxiu vs. Displaceent with Daage Kondition - Copartent 1.S skadad. Tri = zero at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 5 At -14.850 63.3 0.95 13.626 0.0 133.2% 12.9% <large> 10.6 68.6 1.00 13.438 0.0 84.1% 1.1% <large> 10.5 74.1 1.05 12.910 0.7 239.2% 0.0% <large> 10.5 79.8 1.10 12.363 1.6 414.4% 0.0% <large> 10.4 85.7 1.15 11.919 2.4 537.9% 0.1% <large> 10.4 91.7 1.20 11.499 3.3 650.5% 0.0% <large> 10.4 98.0 1.25 11.106 4.1 628.9% 0.1% <large> 10.4 104.3 1.30 10.742 4.9 665.4% 0.0% <large> 10.3 110.8 1.35 10.414 5.6 891.9% 0.0% <large> 10.3 117.3 1.40 10.117 6.3 932.2% 0.1% <large> 10.2 123.9 1.45 9.844 6.8 958.6% 0.0% <large> 10.1 130.6 1.50 9.594 7.2 973.4% 0.0% <large> 10.0 137.3 1.55 9.364 7.6 978.2% 0.0% 9467.7% 9.9 144.1 1.60 9.141 8.0 980.9% 0.0% 8902.8% 9.7 151.0 1.65 8.921 8.3 984.4% 0.0% 8388.9% 9.6 157.8 1.70 8.678 8.7 1005.0% 0.0% 7985.9% 9.5 The specified initial tri at zero heel refers to the undaaged state. The transverse C.G. AFTER DAMAGE is assued to be zero SKADESTABILITET - EU-DIREKTIV 2010 /36/EU (D-OMRÅDE). Liit Min/Max (1) Angle fro Equilibriu to RAzero >15.00 deg (2) Area fro Equilibriu to 22.00 deg or Flood >0.0150 -R (3) Righting Ar at MaxRA >0.650 (4) GM at Equilibriu >0.050 (5) Absolute Angle at Equilibriu <12.00 deg Max. vs. Displaceent with Daage Displaceent 50.0 100.0 150.0 Tri 0.00 14.0 13.0 M A X V C G 12.0 11.0 10.0 9.0 33

Maxiu vs. Displaceent with Daage Kondition - Copartent 1.S skadad. Tri = aft 0.100/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 5 At -14.850 63.8 0.95 13.773 0.1 142.3% 15.5% <large> 10.7 69.2 1.00 13.585 0.1 90.8% 3.2% <large> 10.6 74.8 1.05 13.119 0.7 210.0% 0.0% <large> 10.5 80.6 1.10 12.566 1.6 388.8% 0.0% <large> 10.6 86.6 1.15 12.103 2.4 519.4% 0.0% <large> 10.5 92.7 1.20 11.658 3.2 641.9% 0.0% <large> 10.5 99.0 1.25 11.247 4.1 623.5% 0.1% <large> 10.5 105.3 1.30 10.865 4.9 663.6% 0.0% <large> 10.4 111.8 1.35 10.520 5.6 893.9% 0.0% <large> 10.3 118.4 1.40 10.207 6.2 938.0% 0.0% <large> 10.3 125.0 1.45 9.925 6.8 964.0% 0.1% <large> 10.2 131.7 1.50 9.666 7.3 979.5% 0.0% 9829.4% 10.0 138.4 1.55 9.429 7.7 984.2% 0.0% 9219.8% 9.9 145.2 1.60 9.184 8.1 997.3% 0.0% 8697.6% 9.8 152.0 1.65 8.962 8.4 997.0% 0.0% 8192.3% 9.6 158.8 1.70 8.742 8.7 999.6% 0.0% 7743.1% 9.5 The specified initial tri at zero heel refers to the undaaged state. The transverse C.G. AFTER DAMAGE is assued to be zero SKADESTABILITET - EU-DIREKTIV 2010 /36/EU (D-OMRÅDE). Liit Min/Max (1) Angle fro Equilibriu to RAzero >15.00 deg (2) Area fro Equilibriu to 22.00 deg or Flood >0.0150 -R (3) Righting Ar at MaxRA >0.650 (4) GM at Equilibriu >0.050 (5) Absolute Angle at Equilibriu <12.00 deg Max. vs. Displaceent with Daage Displaceent 50.0 100.0 150.0 Tri 0.19 a 14.0 13.0 M A X V C G 12.0 11.0 10.0 9.0 34

Maxiu vs. Displaceent with Daage Kondition - Copartent 1.S skadad. Tri = aft 0.200/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 5 At -14.850 64.4 0.95 13.974 0.0 116.9% 16.4% <large> 10.8 69.9 1.00 13.813 0.0 51.2% 2.9% <large> 10.7 75.6 1.05 13.318 0.6 185.8% 0.1% <large> 10.7 81.5 1.10 12.757 1.5 365.3% 0.0% <large> 10.7 87.5 1.15 12.266 2.3 506.2% 0.0% <large> 10.6 93.7 1.20 11.805 3.1 630.4% 0.1% <large> 10.6 100.0 1.25 11.377 4.0 616.2% 0.1% <large> 10.5 106.4 1.30 10.981 4.8 660.5% 0.0% <large> 10.5 112.9 1.35 10.621 5.5 892.9% 0.0% <large> 10.4 119.5 1.40 10.295 6.2 939.6% 0.0% <large> 10.3 126.1 1.45 10.002 6.8 967.4% 0.1% <large> 10.2 132.7 1.50 9.734 7.3 983.8% 0.0% 9551.8% 10.1 139.4 1.55 9.489 7.7 989.0% 0.0% 8954.1% 9.9 146.2 1.60 9.249 8.1 995.9% 0.0% 8420.5% 9.8 153.0 1.65 9.025 8.4 993.3% 0.0% 7923.7% 9.6 159.8 1.70 8.799 8.8 995.5% 0.1% 7495.9% 9.5 The specified initial tri at zero heel refers to the undaaged state. The transverse C.G. AFTER DAMAGE is assued to be zero SKADESTABILITET - EU-DIREKTIV 2010 /36/EU (D-OMRÅDE). Liit Min/Max (1) Angle fro Equilibriu to RAzero >15.00 deg (2) Area fro Equilibriu to 22.00 deg or Flood >0.0150 -R (3) Righting Ar at MaxRA >0.650 (4) GM at Equilibriu >0.050 (5) Absolute Angle at Equilibriu <12.00 deg Max. vs. Displaceent with Daage Displaceent 50.0 100.0 150.0 Tri 0.39 a 14.0 13.0 M A X V C G 12.0 11.0 10.0 9.0 35

Maxiu vs. Displaceent with Daage Kondition - Copartent 1.S skadad. Tri = aft 0.300/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 5 At -14.850 65.1 0.95 14.115 0.0 124.9% 18.5% <large> 10.9 70.7 1.00 13.949 0.1 62.0% 4.5% <large> 10.8 76.5 1.05 13.495 0.6 168.1% 0.0% <large> 10.8 82.5 1.10 12.926 1.5 346.3% 0.0% <large> 10.8 88.6 1.15 12.415 2.3 490.5% 0.0% <large> 10.7 94.8 1.20 11.937 3.1 618.3% 0.0% <large> 10.6 101.1 1.25 11.498 3.9 607.9% 0.0% <large> 10.6 107.5 1.30 11.090 4.7 654.7% 0.0% <large> 10.5 114.0 1.35 10.716 5.5 889.4% 0.0% <large> 10.4 120.5 1.40 10.376 6.2 939.5% 0.0% <large> 10.3 127.1 1.45 10.072 6.8 969.8% 0.1% 9831.9% 10.2 133.8 1.50 9.795 7.4 987.6% 0.0% 9257.5% 10.1 140.5 1.55 9.545 7.8 992.2% 0.0% 8674.1% 10.0 147.3 1.60 9.308 8.2 994.4% 0.0% 8137.9% 9.8 154.0 1.65 9.080 8.5 991.0% 0.0% 7651.6% 9.7 160.9 1.70 8.853 8.8 990.1% 0.0% 7236.4% 9.5 The specified initial tri at zero heel refers to the undaaged state. The transverse C.G. AFTER DAMAGE is assued to be zero SKADESTABILITET - EU-DIREKTIV 2010 /36/EU (D-OMRÅDE). Liit Min/Max (1) Angle fro Equilibriu to RAzero >15.00 deg (2) Area fro Equilibriu to 22.00 deg or Flood >0.0150 -R (3) Righting Ar at MaxRA >0.650 (4) GM at Equilibriu >0.050 (5) Absolute Angle at Equilibriu <12.00 deg Max. vs. Displaceent with Daage Displaceent 100.0 150.0 Tri 0.58 a 14.0 13.0 M A X V C G 12.0 11.0 10.0 9.0 36

Maxiu vs. Displaceent with Daage Kondition - Copartent 1.S skadad. Tri = fwd 0.100/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 5 At -14.850 62.9 0.95 13.418 0.0 153.9% 11.7% <large> 10.5 68.2 1.00 13.233 0.0 104.3% 0.3% <large> 10.4 73.5 1.05 12.695 0.8 269.5% 0.0% <large> 10.4 79.1 1.10 12.192 1.7 419.1% 0.0% <large> 10.3 84.9 1.15 11.732 2.5 552.5% 0.0% <large> 10.3 90.9 1.20 11.328 3.4 661.0% 0.0% <large> 10.3 97.0 1.25 10.953 4.2 633.5% 0.1% <large> 10.3 103.3 1.30 10.609 5.0 667.1% 0.0% <large> 10.2 109.7 1.35 10.302 5.7 887.7% 0.1% <large> 10.2 116.3 1.40 10.018 6.3 926.3% 0.1% <large> 10.2 122.9 1.45 9.757 6.8 951.7% 0.0% <large> 10.1 129.6 1.50 9.517 7.2 966.6% 0.0% <large> 10.0 136.3 1.55 9.293 7.6 972.0% 0.0% 9690.1% 9.8 143.1 1.60 9.074 7.9 977.2% 0.0% 9124.7% 9.7 149.9 1.65 8.859 8.2 982.4% 0.0% 8604.0% 9.6 156.8 1.70 8.646 8.6 989.7% 0.0% 8155.8% 9.4 The specified initial tri at zero heel refers to the undaaged state. The transverse C.G. AFTER DAMAGE is assued to be zero SKADESTABILITET - EU-DIREKTIV 2010 /36/EU (D-OMRÅDE). Liit Min/Max (1) Angle fro Equilibriu to RAzero >15.00 deg (2) Area fro Equilibriu to 22.00 deg or Flood >0.0150 -R (3) Righting Ar at MaxRA >0.650 (4) GM at Equilibriu >0.050 (5) Absolute Angle at Equilibriu <12.00 deg Max. vs. Displaceent with Daage Displaceent 50.0 100.0 150.0 Tri 0.19 f 13.0 12.0 M A X V C G 11.0 10.0 9.0 37

Maxiu vs. Displaceent with Daage Kondition - Copartent 1.S skadad. Tri = fwd 0.200/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 5 At -14.850 62.6 0.95 13.227 0.0 162.4% 9.4% <large> 10.4 67.8 1.00 12.996 0.1 140.5% 0.0% <large> 10.3 73.1 1.05 12.468 0.9 303.9% 0.0% <large> 10.3 78.5 1.10 11.986 1.8 446.4% 0.0% <large> 10.2 84.2 1.15 11.536 2.7 575.4% 0.0% <large> 10.2 90.1 1.20 11.153 3.4 671.7% 0.1% <large> 10.1 96.2 1.25 10.795 4.2 637.7% 0.1% <large> 10.1 102.4 1.30 10.473 5.0 666.7% 0.1% <large> 10.1 108.8 1.35 10.179 5.6 883.4% 0.1% <large> 10.1 115.3 1.40 9.911 6.2 920.9% 0.0% <large> 10.1 121.9 1.45 9.664 6.7 943.5% 0.0% <large> 10.0 128.5 1.50 9.435 7.2 958.0% 0.0% <large> 9.9 135.3 1.55 9.215 7.5 968.1% 0.1% 9876.9% 9.8 142.1 1.60 9.003 7.9 973.3% 0.0% 9317.4% 9.7 148.9 1.65 8.792 8.2 980.8% 0.0% 8809.0% 9.6 155.8 1.70 8.584 8.5 989.9% 0.0% 8362.3% 9.4 The specified initial tri at zero heel refers to the undaaged state. The transverse C.G. AFTER DAMAGE is assued to be zero SKADESTABILITET - EU-DIREKTIV 2010 /36/EU (D-OMRÅDE). Liit Min/Max (1) Angle fro Equilibriu to RAzero >15.00 deg (2) Area fro Equilibriu to 22.00 deg or Flood >0.0150 -R (3) Righting Ar at MaxRA >0.650 (4) GM at Equilibriu >0.050 (5) Absolute Angle at Equilibriu <12.00 deg Max. vs. Displaceent with Daage Displaceent 50.0 100.0 150.0 Tri 0.39 f 13.0 12.0 M A X V C G 11.0 10.0 9.0 38

Max : Draft (MS) / Tri, Skadestabilitet Baslinjen vid underkant köl. (Djupgående från baslinjen, origo i akterspegeln, a : akter o origo, f : för o origo). Skadestabilitet - EU-direktiv 2010 /36/EU (D-oråde). Maxiu vs. Displaceent with Daage Kondition - Copartent 2.S skadad. Tri = zero at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 5 At -14.850 63.3 0.95 13.344 0.0 106.4% 11.1% <large> 10.0 68.6 1.00 13.106 0.1 80.8% 0.0% <large> 9.8 74.1 1.05 12.562 1.0 260.2% 0.1% <large> 9.7 79.8 1.10 12.098 1.7 404.1% 0.0% <large> 9.7 85.7 1.15 11.706 2.4 511.0% 0.0% <large> 9.6 91.7 1.20 11.350 3.0 522.0% 0.0% <large> 9.5 98.0 1.25 11.025 3.7 566.9% 0.0% <large> 9.4 104.3 1.30 10.722 4.3 597.1% 0.1% <large> 9.3 110.8 1.35 10.439 4.9 615.8% 0.1% <large> 9.2 117.3 1.40 10.173 5.4 839.1% 0.1% <large> 9.1 123.9 1.45 9.923 5.9 872.6% 0.0% 9525.9% 8.9 130.6 1.50 9.689 6.3 899.3% 0.0% 8909.3% 8.7 137.3 1.55 9.470 6.7 918.2% 0.0% 8323.2% 8.4 144.1 1.60 9.257 7.0 934.9% 0.0% 7899.3% 8.2 151.0 1.65 9.044 7.4 951.5% 0.0% 7808.0% 8.0 157.8 1.70 8.806 8.0 984.9% 0.0% 7764.3% 7.9 The specified initial tri at zero heel refers to the undaaged state. The transverse C.G. AFTER DAMAGE is assued to be zero SKADESTABILITET - EU-DIREKTIV 2010 /36/EU (D-OMRÅDE). Liit Min/Max (1) Angle fro Equilibriu to RAzero >15.00 deg (2) Area fro Equilibriu to 22.00 deg or Flood >0.0150 -R (3) Righting Ar at MaxRA >0.650 (4) GM at Equilibriu >0.050 (5) Absolute Angle at Equilibriu <12.00 deg Max. vs. Displaceent with Daage Displaceent 50.0 100.0 150.0 Tri 0.00 13.0 12.0 M A X V C G 11.0 10.0 9.0 39

Maxiu vs. Displaceent with Daage Kondition - Copartent 2.S skadad. Tri = aft 0.100/29.700 at zero heel (Tri righting ar held at zero) Intact Displ Intact Draft Max. Liit 1 Liit 2 Liit 3 Liit 4 Liit 5 At -14.850 63.8 0.95 13.456 0.0 114.9% 13.4% <large> 10.1 69.2 1.00 13.284 0.0 47.2% 0.0% <large> 9.9 74.8 1.05 12.709 0.9 239.4% 0.0% <large> 9.8 80.6 1.10 12.216 1.7 395.0% 0.0% <large> 9.8 86.6 1.15 11.795 2.4 460.4% 0.1% <large> 9.7 92.7 1.20 11.417 3.1 529.9% 0.0% <large> 9.7 99.0 1.25 11.077 3.7 575.5% 0.1% <large> 9.6 105.3 1.30 10.764 4.4 604.1% 0.1% <large> 9.4 111.8 1.35 10.471 4.9 621.0% 0.1% <large> 9.3 118.4 1.40 10.197 5.5 848.5% 0.0% <large> 9.1 125.0 1.45 9.943 6.0 879.7% 0.0% 9469.1% 9.0 131.7 1.50 9.707 6.4 902.5% 0.0% 8823.2% 8.7 138.4 1.55 9.484 6.8 921.4% 0.0% 8232.6% 8.5 145.2 1.60 9.252 7.2 950.6% 0.0% 7742.3% 8.2 152.0 1.65 9.036 7.5 966.3% 0.0% 7483.3% 8.0 158.8 1.70 8.820 8.0 982.7% 0.0% 7471.7% 7.8 The specified initial tri at zero heel refers to the undaaged state. The transverse C.G. AFTER DAMAGE is assued to be zero SKADESTABILITET - EU-DIREKTIV 2010 /36/EU (D-OMRÅDE). Liit Min/Max (1) Angle fro Equilibriu to RAzero >15.00 deg (2) Area fro Equilibriu to 22.00 deg or Flood >0.0150 -R (3) Righting Ar at MaxRA >0.650 (4) GM at Equilibriu >0.050 (5) Absolute Angle at Equilibriu <12.00 deg Max. vs. Displaceent with Daage Displaceent 50.0 100.0 150.0 Tri 0.19 a 13.0 12.0 M A X V C G 11.0 10.0 9.0 40