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Sheet1Hydrostatic Curvetabel 1Data KapalWL 1L'3.61AWL1m2Jenis KapalPassanger VesselL'/L0.24FO1mDisplacement92880.00tonL"13.23Ixm4Lpp305.00mL"/L0.87Iym4Lwl311.11m(FO)2.AWL=Zm4Loa292.8mILm4B37.83mT13.1mNo.Gading1.000002.000001x2 = 34.000003x4 = 56.000005x6 = 713 = 82.000002x8 = 9H22.00mOrdFak.SHGF. MomentHGF. MomentHGOrd 3Fak.SHGCb0.62yaCp0.63ybCm0.981.000003.24000Cw0.722.000004.18000L15.25m3.000006.270004.000007.950005.000009.320006.0000010.140007.0000010.170008.0000010.450009.0000010.4500010.000000.0000011.0000010.4500012.0000010.4500013.0000010.4200014.000009.9100015.000008.3616.000006.8500017.000006.2700018.000004.6900019.000004.18000YcYd1 =2 =4 =5 =3 =WL 1L'AWL1m2L'/LFO1mL"Ixm4L"/LIym4(FO)2.AWL=Zm4ILm4No.Gading1.000002.000001x2 = 34.000003x4 = 56.000005x6 = 713 = 82.000002x8 = 9OrdFak.SHGF. MomentHGF. MomentHGOrd 3Fak.SHGyayb1.000003.240002.000004.180003.000006.270004.000007.950005.000009.320006.0000010.140007.0000010.170008.0000010.450009.0000010.4500010.000000.0000011.0000010.4500012.0000010.4500013.0000010.4200014.000009.9100015.000008.3616.000006.8500017.000006.2700018.000004.6900019.000004.18000YcYd1 =2 =4 =5 =3 =tabel 21.002.001x2=34.003x4=56.001x2=33x6=7No. WLLuas WLFaktor KaliHGFaktor MomentHGTitik Berat (FA)Hasil GandaHasil Ganda+-0.0001.000.000.000.5004.001.000.001.0001.002.000.00S1 =S'1 =S''1 =0.001.0001.002.000.001.5004.003.000.002.0001.004.000.00S2 =S'2 =S''2 =0.002.0001.004.000.002.5004.005.000.003.0001.006.000.00S3 =S'3 =S''3 =0.003.0001.006.000.003.5004.007.000.004.0001.008.000.00S4 =S'4 =S''4 =0.00t Antara 1/2 waterlinet0.00No. WLVolumeFKFF'1.002.003.004.00D HSC =0.00D Preliminery Design =200000.00koreksi displacement =100.00000%tabel 31.002.001/2=34.004/2=56.003+6=75+6=8AMIDNo. WLIx (m4)Volume (m3)MF (m)I l (m4)MLF (m)FK (m)MK (m)MLK (m)t (1/2 t wL)0.001.00WLIIII x II2.00Half OrdinatF.SHasil Ganda3.000.004.000.500.001.00(2)x1.032 =(4xg)/Lwl =(Awlxg)/100=AWL/ (B. LWL)=Vwl/(Lwl.Bwl.Twl)=Amid/(Bwl.Twl)=Cb/Cm=Cb/Cw=10.009.0010.001.00No. WLD(ton)MCT (ton.m/m)TPC (ton/cm)CwCbCmCpCp'1.501.002.002.0020.003.002.004.002.503.00No. WLTwlLwlBwlAwlAmid simpson30.001.003.002.003.503.004.004.0040.00skalaSKALA GAMBARNo WL (ton)Volume (m3)Ix (m4)FK (m)IL(m4)Awl (m2)MF (m)MLF (m)MK (m)MLK(m)MCTTPC (ton/cm)CwCbCmCpCp'FOFO'hidrostatic curve
Sheet2
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