final TR2

TEBAL PLATLpp=165mSesuai Rules BKI 2013B=22mH=10.0mT=7.0mVs=15mCb=0.752mCm=0.987m

Perhitungan Tebal pelat kapal :Keterangan :t = tebal pelat kapal (mm)t' = tebal material (mm) tk = korosi ijin Untuk t' = < 10 mm, maka tk = 1.5 Untuk t' > 10 mm, maka tk = 0.1 x t' + 0.5 (Maksimum 40 mm) n = 0.83untuk konstruksi pelat memanjanga = jarak pengkaku/penguat melintang (mm)Pb = beban pada dasar kapal (kN/m2)C1 = koefisien gelombangk = faktor materialKetebalan pelat dapat dicari dengan menggunakan persamaan di bawah ini:t = t' + tk C1=0.0282 x Lpp untuk Lpp > 100 meter=4.7Po=10.5 x C1 =48.9kN/m2b=1Pb= 10 x T + Po x (0.5 + b)=143.3kN/m2a=Lpp/500 + 0.48=0.8mmdengan=k=1Untuk kapal baja dengan struktur lambung biasa, dann=0.83Untuk konstruksi memanjangMakat'= n x a x [((Pb x k) / (16.5 + (Lpp/50))]1/2) x (1 + (Lpp/300) - (H/25)) =2.1mmTebal Pelat AlasCo=10.75 - ((300 - Lpp) / 100)^1.5=9.18 CL = (Lkont /90)1/3=1.00(untuk L > 90 m)Crw=koefisien daerah pelayaran , digunakan 1 untuk daerah tak terbatasF = faktor peluang untuk pelat lambung luar = 1Po = 2,1 x (Cb + 0,7) x Co x CL x F x CrwPo=28.00tk=(0,1 x t)/(k) + 0,5=0.71Pb=(10 x T) + ( Po x Cf )Pb=98.00Tebal Pelat Alas=1,21 x a x (Pb. K) + tk1.21 x a x ((PB x k)^0.5) + tKTebal Pelat Alas=10mmTebal Pelat lunas=tb alas + 2 12mm

Tebal Pelat BilgaTebal Pelat Bilga=1,21 x a x ( Ps x K ) + tk + 2Ps =beban pelat sisiPs=10 x ( T-z) + (T x Cf x (1 + (z/T))z =T ( x (T-R Bilga )z =4.4Ps=37.4Tebal Pelat Bilga=1,21 x a x ( Ps x k ) + tk + 2Tebal Pelat Bilga=9mm

Tebal Pelat SisiTebal Pelat Sisi=1,21 x a x ( Ps x k ) + tkTebal Pelat Sisi=7mm

Tabel ATABEL A1TABEL A0

STATIONF.M (n)F.S (S)0 mWL ~ 0,5 mWL0.5 mWL0 mWL0 mWL0,25 mWL0,5 mWLFunctionCubes of OrdinatesFunction of CubesFunct for CG of WPMomentHalf girthProductSTATIONF.M (n)F.S (S)YPRODUCTMomentHalf girthProductS' = 1S' = 4S' = 1of areasof WPMomentY=Y.S'Y.SYY.S'Y.SY=Y.S'Y.SS.YS'S(YS')SS(YS')S.nY3(Y3)SY.S.n(Y.S.n)ngg.SY.SY.S.ngg.SAP-1010.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000AP-1010.00000.0001-940.000.000.0000.000.000.000.000.000.000.000.000.000.000.000.00001-940.00000.0002-820.571.140.993.961.981.432.865.9611.92-95.362.925.85-22.88183.041.563.120.991.982-820.571.14-9.120.571.143-741.797.162.6010.410.403.2513.0015.4461.76-432.3234.33137.31-91.00637.003.3313.321.546.163-741.797.16-50.121.797.164-623.306.604.4617.848.925.2210.4426.3652.72-316.32142.24284.47-62.64375.845.2910.581.993.984-623.306.6-39.63.306.65-545.4821.927.0328.1228.128.0632.2441.66166.64-833.20523.612094.43-161.20806.008.1932.762.7110.845-545.4821.92-109.65.4821.926-426.9813.969.6538.619.3010.0620.1255.64111.28-445.121018.112036.22-80.48321.9210.1620.323.186.366-426.9813.96-55.846.9813.967-348.8535.409.8539.439.4010.2240.8858.47233.88-701.641067.464269.85-122.64367.9210.3441.361.495.967-348.8535.4-106.28.8535.48-228.8517.709.8539.419.7010.2220.4458.47116.94-233.881067.462134.93-40.8881.7610.3420.681.492.988-228.8517.7-35.48.8517.79-148.8535.409.8539.439.4010.2240.8858.47233.88-233.881067.464269.85-40.8840.8810.3441.361.495.969-148.8535.4-35.48.8535.410028.8517.709.8539.419.7010.2220.4458.47116.940.001067.462134.930.000.0010.3420.681.492.9810028.8517.708.8517.711148.8535.409.8539.439.4010.2240.8858.47233.88233.881067.464269.8540.8840.8810.3441.361.495.9611148.8535.435.48.8535.412228.8517.709.8539.419.7010.2220.4458.47116.94233.881067.462134.9340.8881.7610.3420.681.492.9812228.8517.735.48.8517.713348.8535.409.8539.439.4010.2240.8858.47233.88701.641067.464269.85122.64367.9210.3441.361.495.9613348.8535.4106.28.8535.414428.6717.349.7338.9219.4610.1420.2857.73115.46461.841042.592085.1881.12324.4810.2520.501.583.1614428.6717.3469.368.6717.3415548.3033.209.6638.6438.6410.0940.3657.03228.121140.601027.244108.97201.801009.0010.1840.721.887.5215548.3033.21668.3033.216626.8613.729.6038.419.2010.0120.0255.27110.54663.241003.002006.01120.12720.7210.1220.243.266.5216626.8613.7282.326.8613.7217746.5626.249.0636.2436.249.1636.6451.96207.841454.88768.583074.30256.481795.369.0936.362.5310.1217746.5626.24183.686.5626.2418813.733.735.6922.765.696.216.2132.7032.70261.60239.48239.4849.68397.446.296.292.562.5618813.733.7329.843.733.7319940.020.081.184.724.721.897.566.6326.52238.686.7527.0168.04612.361.947.761.927.6819940.020.080.720.020.08FP1010.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0000FP1010.00000.000Funtion of WL S Ys339.79409.37434.57S4 2411.842098.5239583.41359.048164.28439.4599.66339.79267.64339.79Simson mult (S)141S1 S3 S5 S6 S7 S 8 S 4 S 6 S 8 S (Y.S ).S'339.791637.48434.572411.84S1 Mult for laver (n)-101S9 =58.47S (Y.S ).S'.n-339.790434.5794.78S2 WL-0FF=S11 x a=267.64 x 8.25=6.50mTABEL A2S10339.79

STATIONF.M (n)F.S (S)0,5 mWL ~ 1 mWL1 mWL0,5 mWL0,75 mWL1 mWLFunctionCubes of OrdinatesFunction of CubesFunct for CG of WPMomentHalf girthProductS' = 1S' = 4S' = 1of areasof WPMomentY=Y.S'Y.SYY.S'Y.SY=Y.S'Y.SS.YS'S(YS')SS(YS')SnY3(Y3)SY.S.n(Y.S.n)ngg.sAP-1010.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0001-940.0000.0000.000.000.000.000.000.000.000.000.000.000.000.0002-821.432.861.877.483.742.324.6411.2322.46-179.6812.4924.97-37.12296.962.565.121.993-743.25133.7615.0415.044.2216.8822.5190.04-630.2875.15300.61-118.16827.124.4117.642.624-625.2210.445.7923.1611.586.3312.6634.7169.42-416.52253.64507.27-75.96455.766.4812.963.185-548.0632.248.5434.1634.168.8935.5651.11204.44-1022.20702.602810.38-177.80889.009.1536.603.676-4210.0620.1210.3341.3220.6610.5621.1261.94123.88-495.521177.582355.17-84.48337.9210.8621.723.887-3410.2240.8810.4741.8841.8810.6842.7262.78251.12-753.361218.194872.75-128.16384.4811.0044.002.158-2210.2220.4410.4741.8820.9410.6821.3662.78125.56-251.121218.192436.37-42.7285.4411.0022.002.159-1410.2240.8810.4741.8841.8810.6842.7262.78251.12-251.121218.194872.75-42.7242.7211.0044.002.15100210.2220.4410.4741.8820.9410.6821.3662.78125.560.001218.192436.370.000.0011.0022.002.15111410.2240.8810.4741.8841.8810.6842.7262.78251.12251.121218.194872.7542.7242.7211.0044.002.15122210.2220.4410.4741.8820.9410.6821.3662.78125.56251.121218.192436.3742.7285.4411.0022.002.15133410.2240.8810.4741.8841.8810.6842.7262.78251.12753.361218.194872.75128.16384.4811.0044.002.15144210.1420.2810.3841.5220.7610.5421.0862.20124.40497.601170.912341.8184.32337.2810.9021.802.23155410.0940.3610.3041.241.2010.4541.8061.74246.961234.801141.174564.66209.001045.0010.5342.122.52166210.0120.0210.1440.5620.2810.1820.3660.75121.50729.001054.982109.96122.16732.969.3818.763.817749.1636.649.1836.7236.729.1736.6855.05220.201541.40771.103084.38256.761797.3210.3641.443.0318826.2112.426.4425.7612.886.5513.1038.5277.04616.32281.01562.02104.80838.406.7613.523.1819941.897.562.309.29.202.5710.2813.6654.64491.7616.9767.9092.52832.683.2012.802.8FP1010.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000Funtion of WL S Ys440.78456.56469.12S4 2736.142366.6845529.24376.049415.68486.48Simson mult (S)141S1 S 3 S5 S6 S7 S 8 S (Y.S ).S'440.781826.24469.122736.14S1 Mult for laver (n)-101S9 =62.78S (Y.S ).S'.n-440.780469.1228.34S2 TABEL A3

STATIONF.M (n)F.S (S)1 mWL ~ 1,5 mWL1,5 mWL1 mWL1,25 mWL1,5 mWLFunctionCubes of OrdinatesFunction of CubesFunct for CG of WPMomentHalf girthProductS' = 1S' = 4S' = 1of areasof WPMomentY=Y.S'Y.SYY.S'Y.SY=Y.S'Y.SS.YS'S(YS')SS(YS')SnY3(Y3)SY.S.n(Y.S.n)ngg.sAP-1010.000.00.000.00.000.000.000.000.000.000.000.000.000.000.000.0001-940.0000.000.000.000.000.000.000.000.000.000.000.000.000.000.0002-822.324.642.7210.885.443.096.1816.2932.58-260.6429.5059.01-49.44395.523.496.982.923-744.2216.884.6218.4818.484.9919.9627.69110.76-775.32124.25497.01-139.72978.045.3321.323.544-626.3312.666.8427.3613.687.3014.6040.9981.98-491.88389.02778.03-87.60525.607.5815.164.285-548.8935.569.1636.6436.649.3937.5654.92219.68-1098.40827.943311.74-187.80939.009.8539.404.376-4210.5621.1210.7342.9221.4610.8521.7064.33128.66-514.641277.292554.58-86.80347.2011.4422.884.467-3410.6842.7210.8143.2443.2410.8943.5664.81259.24-777.721291.475165.87-130.68392.0411.5646.242.718-2210.6821.3610.8143.2421.6210.8921.7864.81129.62-259.241291.472582.94-43.5687.1211.5623.122.719-1410.6842.7210.8143.2443.2410.8943.5664.81259.24-259.241291.475165.87-43.5643.5611.6846.712.710.72.8274100210.6821.3610.8143.2421.6210.8921.7864.81129.620.001291.472582.940.000.0011.5623.122.71111410.6842.7210.8143.2443.2410.8943.5664.81259.24259.241291.475165.8743.5643.5611.5646.242.71122210.6821.3610.8143.2421.6210.8921.7864.81129.62259.241291.472582.9443.5687.1211.5623.122.71133410.6842.7210.8143.2443.2410.8943.5664.81259.24777.721291.475165.87130.68392.0411.5646.242.71144210.5421.0810.7042.8021.4010.8421.6864.18128.36513.441273.762547.5286.72346.8811.4822.962.81155410.4541.8010.6042.4042.4010.7042.8063.55254.201271.001225.044900.17214.001070.0011.3845.523.08166210.1820.3610.2140.8420.4210.2320.4661.25122.50735.001070.602141.20122.76736.5611.1622.324.317749.1736.689.1936.7636.769.2036.8055.13220.521543.64778.693114.75257.601803.2010.0940.363.5318826.5513.16.6326.5213.266.7013.4039.7779.54636.32300.76601.53107.20857.607.4314.863.719942.5710.282.7711.0811.082.9311.7216.5866.32596.8825.15100.62105.48949.323.4413.763.42FP1010.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000Funtion of WL S Ys469.12478.84486.44S4 2870.922155.4049018.45342.409994.36520.31Simson mult (S)141S1 S 3 S5 S6 S7 S 8 S (Y.S ).S'469.121915.36486.442870.92S1 Mult for laver (n)-101S9 =64.81S (Y.S ).S'.n-469.120486.4417.32S2

TABEL A4

STATIONF.M (n)F.S (S)1,5 mWL ~ 2 mWL2 mWL1,5 mWL1,75 mWL2 mWL FunctionCubes of OrdinatesFunction of CubesFunct for CG of WPMomentHalf girthProductS' = 1S' = 4S' = 1of areasof WPMomentY=Y.S'Y.SYY.S'Y.SY=Y.S'Y.SS.YS'S(YS')SS(YS')SnY3(Y3)SY.S.n(Y.S.n)ngg.sAP-1010.0000.0000.000.000.000.000.000.000.000.000.000.000.000.0001-940.0000.0000.000.000.000.000.000.000.000.000.000.000.000.0002-823.096.183.4313.726.863.747.4820.5541.10-328.8052.31104.63-59.84478.724.308.603.733-744.9919.965.3621.4421.445.7122.8432.14128.56-899.92186.17744.68-159.881119.166.2024.804.414-627.3014.67.6930.7615.388.0216.0446.0892.16-552.96515.851031.70-96.24577.448.8117.625.515-549.3937.569.5938.3638.369.7639.0457.51230.04-1150.20929.713718.86-195.20976.0010.4741.884.996-4210.8521.710.9043.621.8010.9421.8865.39130.78-523.121309.342618.68-87.52350.0811.9523.904.977-3410.8943.5610.9743.8843.8810.9943.9665.76263.04-789.121327.375309.49-131.88395.6412.0748.283.228-2210.8921.7810.9743.8821.9410.9921.9865.76131.52-263.041327.372654.75-43.9687.9212.0724.143.229-1410.8943.5610.9743.8843.8810.9943.9665.76263.04-263.041327.375309.49-43.9643.9612.0748.283.222.82742.2100210.8921.7810.9743.8821.9410.9921.9865.76131.520.001327.372654.750.000.0012.0724.143.22111410.8943.5610.9743.8843.8810.9943.9665.76263.04263.041327.375309.4943.9643.9612.0748.283.22122210.8921.7810.9743.8821.9410.9921.9865.76131.52263.041327.372654.7543.9687.9212.0724.143.22133410.8943.5610.9743.8843.8810.9943.9665.76263.04789.121327.375309.49131.88395.6412.0748.283.22144210.8421.6810.8843.5221.7610.8921.7865.25130.50522.001291.472582.9487.12348.4811.9923.983.32155410.7042.8010.7342.9242.9210.7442.9664.36257.441287.201238.834955.33214.801074.0011.8847.523.58166210.2320.4610.254120.5010.2620.5261.49122.98737.881080.052160.09123.12738.7211.6623.324.817749.2036.89.2036.836.809.2036.8055.20220.801545.60778.693114.75257.601803.2010.5942.364.0318826.7013.406.7426.9613.486.7813.5640.4480.88647.04311.67623.33108.48867.847.9415.884.2119942.9311.723.0612.2412.243.1812.7218.3573.40660.6032.16128.63114.481030.324.0016.003.98FP1010.0000.0000.000.000.000.000.000.000.000.000.000.000.000.000Funtion of WL S Ys486.44492.88497.40S4 2955.361945.3250985.82306.9210419.00551.40Simson mult (S)141S1 S 3 S5 S6 S7 S 8 S (Y.S ).S'486.441971.52497.402955.36S1 Mult for laver (n)-101S9 =65.76S (Y.S ).S'.n-486.440497.4010.96S2

TABEL A5

STATIONF.M (n)F.S (S)2 mWL ~ 3 mWL3 mWL2 mWL2.5 mWL3 mWL FunctionCubes of OrdinatesFunction of CubesFunct for CG of WPMomentHalf girthProductS' = 1S' = 4S' = 1of areasof WPMomentY=Y.S'Y.SYY.S'Y.SY=Y.S'Y.SS.YS'S(YS')SS(YS')SnY3(Y3)SY.S.n(Y.S.n)ngg.sAP-1010.0000.0000.000.000.000.000.000.000.000.000.000.000.000.0001-940.0000.0000.000.000.000.000.000.000.000.000.000.000.000.0002-823.747.484.2917.168.584.769.5225.6651.32-410.56107.85215.70-76.16609.285.7411.485.173-745.7122.846.3925.5625.566.9727.8838.24152.96-1070.72338.611354.44-195.161366.127.8131.246.024-628.0216.048.5734.2817.148.9917.9851.29102.58-615.48726.571453.15-107.88647.289.8519.706.555-549.7639.049.9939.9639.9610.1740.6859.89239.56-1197.801051.874207.49-203.401017.0011.5646.246.086-4210.9421.8810.9643.8421.9210.9621.9265.74131.48-525.921316.532633.07-87.68350.7212.9525.905.977-3410.9943.9611.004444.0011.0044.0065.99263.96-791.881331.005324.00-132.00396.0013.0752.284.228-2210.9921.9811.0044.0022.0011.0022.0065.99131.98-263.961331.002662.00-44.0088.0013.0726.144.229-1410.9943.9611.0044.0044.0011.0044.0065.99263.96-263.961331.005324.00-44.0044.0013.0752.284.222.82743.7100210.9921.9811.0044.0022.0011.0022.0065.99131.980.001331.002662.000.000.0013.0726.144.22111410.9943.9611.0044.0044.0011.0044.0065.99263.96263.961331.005324.0044.0044.0013.0752.284.22122210.9921.9811.004422.0011.0022.0065.99131.98263.961331.002662.0044.0088.0013.0726.144.22133410.9943.9611.004444.0011.0044.0065.99263.96791.881331.005324.00132.00396.0013.0752.284.22144210.8921.7810.8943.5621.7810.8921.7865.34130.68522.721291.472582.9487.12348.4812.9925.984.32155410.7442.9610.754343.0010.7643.0464.50258.001290.001245.774983.07215.201076.0012.8851.524.58166210.2620.5210.2841.1220.5610.2820.5661.66123.32739.921086.372172.75123.36740.1612.6625.325.817749.2036.89.2036.836.809.2036.8055.20220.801545.60778.693114.75257.601803.2011.5946.365.0318826.7813.566.8527.413.706.9213.8441.1082.20657.60331.37662.75110.72885.768.9517.905.2219943.1812.723.3513.413.403.4813.9220.0680.24722.1642.14168.58125.281127.525.0520.205.03FP1010.0000.0000.000.000.000.000.000.000.000.000.000.000.000.00Funtion of WL S Ys497.40504.40509.92S4 3024.921657.5252830.66249.0011027.52609.38Simson mult (S)141S1 S 3 S5 S6 S7 S 8 S (Y.S ).S'497.402017.60509.923024.92S1 Mult for laver (n)-101S9 =65.99S (Y.S ).S'.n-497.400509.9212.52S2

TABEL A6

STATIONF.M (n)F.S (S)3 mWL ~ 5 mWL5 mWL3 mWL4 mWL5 mWL FunctionCubes of OrdinatesFunction of CubesFunct for CG of WPMomentHalf girthProductS' = 1S' = 4S' = 1of areasof WPMomentY=Y.S'Y.SYY.S'Y.SY=Y.S'Y.SS.YS'S(YS')SS(YS')SnY3(Y3)SY.S.n(Y.S.n)ngg.sAP-1010.0000.0000.000.000.000.000.000.000.000.000.000.000.000.0001-940.0001.837.327.323.9615.8411.2845.12-406.0862.10248.40-142.561283.044.2416.964.242-824.769.525.5922.3611.186.2812.5633.4066.80-534.40247.67495.35-100.48803.848.2516.507.683-746.9727.887.7731.0831.088.3033.2046.35185.40-1297.80571.792287.15-232.401626.8010.2340.928.444-628.9917.989.5538.219.109.8119.6257.00114.00-684.00944.081888.15-117.72706.3212.0324.068.735-5410.1740.6810.4241.6841.6810.5542.2062.40249.60-1248.001174.244696.97-211.001055.0013.6054.408.126-4210.9621.9210.9643.8421.9210.9621.9265.76131.52-526.081316.532633.07-87.68350.7214.9529.907.977-3411.004411.004444.0011.0044.0066.00264.00-792.001331.005324.00-132.00396.0015.0760.286.228-2211.002211.0044.0022.0011.0022.0066.00132.00-264.001331.002662.00-44.0088.0015.0730.146.229-1411.004411.0044.0044.0011.0044.0066.00264.00-264.001331.005324.00-44.0044.0015.0760.286.22100211.002211.0044.0022.0011.0022.0066.00132.000.001331.002662.000.000.0015.0730.146.22111411.004411.0044.0044.0011.0044.0066.00264.00264.001331.005324.0044.0044.0015.0760.286.22122211.002211.004422.0011.0022.0066.00132.00264.001331.002662.0044.0088.0015.0730.146.22133411.004411.004444.0011.0044.0066.00264.00792.001331.005324.00132.00396.0015.0760.286.22144210.8921.7810.9043.621.8010.9021.8065.39130.78523.121295.032590.0687.20348.8014.9929.986.32155410.7643.0410.7843.1243.1210.7943.1664.67258.681293.401256.225024.86215.801079.0014.8859.526.58166210.2820.5610.2941.1620.5810.2920.5861.73123.46740.761089.552179.09123.48740.8814.6629.327.817749.2036.89.2036.836.809.2036.8055.20220.801545.60778.693114.75257.601803.2013.5954.367.0318826.9213.846.9827.9213.966.9913.9841.8383.66669.28341.53683.06111.84894.7210.9521.907.2219943.4813.923.6114.4414.443.6614.6421.5886.32776.8849.03196.11131.761185.847.0428.167.02FP1010.0000.0000.000.000.000.000.000.000.000.000.000.000.000.000Funtion of WL S Ys509.92524.98538.30S4 3148.14852.6855319.0235.8412934.16737.52Simson mult (S)141S1 S 3 S5 S6 S7 S 8 S (Y.S ).S'509.922099.92538.303148.14S1 Mult for laver (n)-101S9 =66.00S (Y.S ).S'.n-509.920538.3028.38S2

TABEL A7

STATIONF.M (n)F.S (S)5 mWL ~ 7 mWL7 mWL5 mWL6 mWL7 mWL FunctionCubes of OrdinatesFunction of CubesFunct for CG of WPMomentHalf girthProductS' = 1S' = 4S' = 1of areasof WPMomentY=Y.S'Y.SYY.S'Y.SY=Y.S'Y.SS.YS'S(YS')SS(YS')SnY3(Y3)SY.S.n(Y.S.n)ngg.sAP-1010.0001.646.561.642.022.028.588.58-85.808.248.24-20.20202.003.023.023.021-943.9615.844.9619.8419.845.6022.4029.40117.60-1058.40175.62702.46-201.601814.406.8527.406.852-826.2812.566.8427.3613.687.3314.6640.9781.94-655.52393.83787.67-117.28938.2410.5121.029.943-748.3033.208.6834.7234.729.0036.0052.02208.08-1456.56729.002916.00-252.001764.0012.3549.4010.564-629.8119.629.9439.7619.8810.0020.0059.57119.14-714.841000.002000.00-120.00720.0014.0428.0810.745-5410.5542.2010.6242.4842.4810.6742.6863.70254.80-1274.001214.774859.07-213.401067.0015.6062.4010.126-4210.9621.9210.9743.8821.9410.9721.9465.81131.62-526.481320.142640.28-87.76351.0416.9533.909.977-3411.004411.004444.0011.0044.0066.00264.00-792.001331.005324.00-132.00396.0017.0768.288.228-2211.002211.0044.0022.0011.0022.0066.00132.00-264.001331.002662.00-44.0088.0017.0734.148.229-1411.004411.0044.0044.0011.0044.0066.00264.00-264.001331.005324.00-44.0044.0017.0768.288.22100211.002211.0044.0022.0011.0022.0066.00132.000.001331.002662.000.000.0017.0734.148.22111411.004411.0044.0044.0011.0044.0066.00264.00264.001331.005324.0044.0044.0017.0768.288.22122211.002211.004422.0011.0022.0066.00132.00264.001331.002662.0044.0088.0017.0734.148.22133411.004411.004444.0011.0044.0066.00264.00792.001331.005324.00132.00396.0017.0768.288.22144210.9021.810.9043.621.8010.9021.8065.40130.80523.201295.032590.0687.20348.8016.9933.988.32155410.7943.1610.7943.1643.1610.7943.1664.74258.961294.801256.225024.86215.801079.0016.8867.528.58166210.2920.5810.3041.220.6010.3020.6061.79123.58741.481092.732185.45123.60741.6016.6633.329.817749.2036.89.2036.836.809.2036.8055.20220.801545.60778.693114.75257.601803.2015.5962.369.0318826.9913.986.9927.9613.987.0014.0041.9583.90671.20343.00686.00112.00896.0012.9525.909.2219943.6614.643.6814.7214.723.7014.8022.0888.32794.8850.65202.61133.201198.809.0636.249.04FP1010.0000.0000.000.000.000.000.000.000.000.000.000.000.000.00Funtion of WL S Ys538.30547.24552.86S4 3280.12-200.4456999.46-82.8413980.08860.08Simson mult (S)141S1 S 3 S5 S6 S7 S 8 S (Y.S ).S'538.302188.96552.863280.12S1 Mult for laver (n)-101S9 =66.00S (Y.S ).S'.n-538.300552.8614.56S2

HYDROSTATIC CALCULATION OF MAIN PARTHYDROSTATIC CALCULATION OF MAIN PARTHYDROSTATIC CALCULATION OF MAIN PARTHYDROSTATIC CALCULATION OF MAIN PARTHYDROSTATIC CALCULATION OF MAIN PARTHYDROSTATIC CALCULATION OF MAIN PARTHYDROSTATIC CALCULATION OF MAIN PARTHYDROSTATIC CALCULATION OF MAIN PART

Tabel BTABEL B1 ( 0 mWL ~ 0,5 mWL )TABEL B2 ( 0,5 mWL ~ 1 mWL )

Arman: Amin:Dibuat sesuai dengan sectionnya
Arman: Amin:Dibuat sesuai dengan sectionnyaLpp=165ma=8.25
Arman: Amin:jarak station

mS1 =2411.84
Arman: Amin:dari tabel ALpp=165ma=8.25
Arman: Jarak antar stationmS1 =2736.14
Arman: Amin:dari tabel AB=22mb=0.25
Arman: Amin:Tinggi section/2

mS2 =94.78B=22mb=0.25

mS2 =28.34d=0.50
Arman: Amin:Selisih Sectionmb '=0.25
Arman: Amin:merupakan Wl tengah Section(d-B)mS3 =2098.52d=1.00
Arman: Amin:merupakan Wl tengah Section(d-B)mS3 =2366.68plate thickness (t)=0.012mS4 =434.57plate thickness (t)=0.009mS4 =469.12S5 =39583.41S5 =45529.24"=2 x 1/3 x 1/3 x a x b x S1=2x1/3x1/3x8.25x0.25x2411.84=1105.43m3S6 =359.04"=2x1/3x1/3xaxbxS1=2x1/3x1/3x8.25x0.25x2736.14=1254.06m3S6 =376.04S7 =8164.28S7 =9415.68D=1,025 x volume=1,025 x 1105.43=1133.06tonS8 =439.45D=1,025 x volume=1,025 x 1254.06=1285.42tonS8 =486.48S9 =58.47S9 =62.78KB=( S2 x b )+b'=(94.78x0.25)0.25=0.260mKB=( S2 x b )+b'=(28.344x0.25)0.75=0.753mS12411.84S12736.14FB=S3 x a =(2098.52 x 8.25)=7.18mFB=S3 x a =(2366.68 x 8.25)=7.14mS12411.84S12736.14WPA=2 x 1/3 x a x S4=2 x 1/3 x 8.25 x 434.57=2390.14m2WPA=2 x 1/3 x a x S4=2 x 1/3 x 8.25 x 469.12=2580.16m2

Cw=WPA=2390.14=0.66Cw=WPA=2580.16=0.71Lpp x B165 x 22Lpp x B165 x 22

MSA 0 mWL ~ 0,5 mWL=2 x 1/3 x b x S9=2x1/3x0.25x58.47=9.75m2MSA 0.5 mWL ~ 1 mWL=2x1/3xbxS9 =2x1/3x0.25x62.78=10.46m2MSA (MIDSHIP SECTION AREA)
Arman: Amin:Diganti dengan yang sesuai=0 + MSA (0 ~ 0.5)
Arman: Amin:diganti dengan yang sesuai=0 +9.75=9.75m2MSA (MIDSHIP SECTION AREA)
Arman: Amin:Diganti dengan yang sesuai=MSA (0~0,5) + MSA (0,5~1)
Arman: Amin:diganti dengan yang sesuai=9.75 + 10.46=20.21m2 ( 0 mWL - 0,5 mWL ) ( 0 mWL - 1 mWL )CF=MSA=9.75=0.89CF=MSA=20.21=0.92B x d22 x 0.50B x d22 x 1.00

"'=Vol.displ 0 mWL ~ 0,5 m WL=0,0 + "
Arman: Amin:diganti drngan yang sesuai

=0,0 +1105.43=1105.43m3"'=Vol. displ. 0 mWL ~ 1 m WL=1105.43 + " =

1105.43 + 1254.06=2359.49m3

Cb=Vol.displacement '=1105.43=0.61Cb=Volume displacement '=2359.49=0.65Lpp x B x d165 x 22 x 0.5Lpp x B x d165 x 22 x 1.00

IT=2x 1/3 x 1/3 x a x S5=2 x 1/3 x 1/3 x 8.25 x 39583.41=72569.58m4IT=2x 1/3 x 1/3 x a x S5=2 x 1/3 x 1/3 x 8.25 x 45529.24=83470.27m4

TBM=IT=72569.58=65.65mTBM=IT=83470.27=35.38mVolume displ '1105.43volume displ '2359.49FF=S6 x a=359.04 x 8.25=6.82mFF=S6 x a=376.04 x 8.25=6.61mS4434.57S4469.12

IL=((S7)-((S6)2/(S4)))x2/3xa3=(8164.28-((359.04)/434.57))x2/3x8.25=2945202.83m4IL=((S7) - ((S6)2/(S4))) x 2/3 x a3 =(9415.68-((376.04)/469.12))x2/3x8.25=3411863.13m4

LBM=IL=2945202.83=2664.31mLBM=IL=3411863.13=1446.02mVolume displ '1105.43volume displ '2359.49

WSA 0 mWL ~ 0,5 mWL=2x1/3xaxS8 =2x1/3x8.25x439.45=2416.98m20 mWL ~ 0,5 mWLWSA 0 mWL~1 mWL =2x1/3xaxS8 =2x1/3x8.25x486.48=2675.64m20 mWL ~ 1 mWLdifference of WSA =1868.85m2(-) 0 mWLdifference of WSA =2416.98m2(-) 0 mWL ~ 0,5 mWLWSA 0 mWL ~ 0,5 mWL=548.13m2WSA 0,5 mWL ~ 1 mWL=258.66m2

Shell displacement=(1,025/1,000)xtxWSA=(1.025/1)x0.018x548.13=6.97ton0 mWL ~ 0,5 mWLShell displacement=(1,025/1,000)xtxWSA=(1.025/1)x0.012x258.66=2.31ton0,5 mWL ~ 1 mWLdifference of shell displacement =23.77ton(+) 0 mWLdifference of shell displacement =30.75ton (+)0 mWL ~ 0,5 mWLtotal shell displacement =30.75 ton 0 mWL ~ 0,5 mWLtotal shell displacement =33.05ton 0 mWL ~ 1 mWL

TABEL B3 ( 1 mWL ~ 1,5 mWL )TABEL B4 ( 1,5mWL ~ 2 mWL )


mS1 =2870.92

mS1 =2955.36

mS2 =17.32B=22mb=0.25

mS2 =10.96d=1.50
Arman: Amin:merupakan Wl tengah Section(d-B)mS3 =1945.32plate thickness (t)=0.009mS4 =486.44plate thickness (t)=0.009mS4 =497.40S5 =49018.45S5 =50985.82"=2 x 1/3 x 1/3 x a x b x S1=2x1/3x1/3x4.4x8.25x2870.92=1315.84m3S6 =342.40"=2 x 1/3 x 1/3 x a x b x S1=2x1/3x1/3x8.25x0.25x2955.36=1354.54m3S6 =306.92S7 =9994.36S7 =10419.00D=1,025 x volume=1,025 x 1315.84=1348.73tonS8 =520.31D=1,025 x volume=1,025 x 1354.54=1388.40tonS8 =551.40S9 =64.81S9 =65.76KB=( S2 x b )+b'=(17.32x0.25)1.25=1.252mKB=( S2 x b )+b'=(10.96x0.25)1.75=1.751mS12870.92S12955.36FB=S3 x a =(330.84 x 4.4)=6.19mFB=S3 x a =(1945.32 x 8.25)=5.43mS12870.92S12955.36WPA=2 x 1/3 x a x S4=2 x 1/3 x 8.25 x 486.44=2675.42m2WPA=2 x 1/3 x a x S4=2 x 1/3 x 8.25 x 497.40=2735.70m2


MSA 1 mWL ~ 1,5 mWL=2 x 1/3 x b x S9=2x1/3x0.25x64.81=10.80m2MSA 1,5 mWL ~ 2 Mwl=2 x 1/3 x b x S9 = 2 x 1/3 x 0.25 x 65.76=10.96m2MSA (MIDSHIP SECTION AREA)
Arman: Amin:Diganti dengan yang sesuai=MSA (0~1) + MSA (1~1.5)
Arman: Amin:diganti dengan yang sesuai=20.21 + 10.80=31.01m2MSA (MIDSHIP SECTION AREA)
Arman: Amin:Diganti dengan yang sesuai=MSA (0~1,5) + MSA (1,5~2)
Arman: Amin:diganti dengan yang sesuai=31.01+10.96=41.97m2 ( 0 mWL - 1,5 mWL ) ( 0 mWL - 2 mWL )CF=MSA=31.01=0.94CF=MSA=41.97=0.95B x d22 x 1.50B x d22 x 2

"'=Vol.displ 0 mWL ~ 2,5 m WL=2359.49 + "=2359.49 + 1315.84=3675.33m3"'=Vol. displ. 0 mWL ~ 4 m WL=3675.33+ " =

3675.33 + 1354.54=5029.87m3

Cb=Vol.displacement '=3675.33=0.67Cb=Volume displacement '=5029.87=0.69Lpp x B x d165 x 22 x 1.50Lpp x B x d165 x 22 x 2.00


TBM=IT=89867.16=24.45mTBM=IT=93474.01=18.58mVolume displ '3675.33volume displ '5029.87FF=S6 x a=342.40 x 8.25=5.81mFF=S6 x a=(-306.92) x 8.25=5.09mS4486.44S4497.40

IL=((S7) - ((S6)2/(S4))) x 2/3 x a3=(9994.36-((342.40)/486.44))x2/3x8.25=3651104.96m4IL=((S7) - ((S6)2/(S4))) x 2/3 x a3 =(10419.00-((306.92)/497.40))x2/3x8.25=3829392.60m4

LBM=IL=3651104.96=993.41mLBM=IL=3829392.60=761.33mVolume displ '3675.33volume displ '5029.87

WSA 0 mWL ~ 1,5 mWL =2x1/3xaxS8 =2x1/3x8.25x520.31=2861.70m20mWL~1,5 mWLWSA 0 mWL~ 2 mWL =2x1/3xaxS8 =2x1/3x8.25x551.40=3032.70m20 mWL ~ 2 mWLdifference of WSA =2675.64m2(-) 0mWL~1 mWLdifference of WSA =2861.70m2(-) 0 mWL ~ 1,5 mWLWSA 1 mWL ~ 1,5 mWL=186.06m2WSA 1,5 mWL ~ 2 mWL=171.00m2

Shell displacement=(1,025/1,000)xtxWSA=(1.025/1)x0.012x186.06=1.66ton1 mWL ~ 1,5 mWLShell displacement=(1,025/1,000)xtxWSA = (1.025/1)x0.012x171.00=1.53ton1,5 mWL ~ 2 mWLdifference of shell displacement =33.05ton(+) 0mWL~1mWLdifference of shell displacement =34.71ton(+)0 mWL ~1.5 mWLtotal shell displacement =34.71ton0 mWL ~ 1,5 mWLtotal shell displacement =36.24ton 0 mWL ~ 2 mWL

TABEL B5 ( 2 mWL ~ 3 mWL )TABEL B0 ( 0 mWL )


mS1 =3024.92

mS1 =0.00

mS2 =12.52B=22mb=0.00

mS2 =0.00d=3.00
Arman: Amin:merupakan Wl tengah Section(d-B)mS3 =0.00plate thickness (t)=0.007mS4 =509.92plate thickness (t)=0.012mS4 =339.79S5 =52830.66S5 =0.00"=2 x 1/3 x 1/3 x a x b x S1=2x1/3x1/3x8.25x0.50x3024.92=2772.84m3S6 =249.00"=2 x 1/3 x 1/3 x a x b x S1=2x1/3x1/3x8.25x0x0=0.00m3S6 =267.64S7 =11027.52S7 =0.00D=1,025 x volume=1,025 x 2772.84=2842.16tonS8 =609.38D=1,025 x volume=1,025 x 0.00=0.00tonS8 =339.79S9 =65.99S9 =0.00KB=( S2 x b )+b'=(12.52x0.50)2.50=2.502mKB=( S2 x b )+b'=(20.49x0.75)4.75=mS13024.92S10.00FB=S3 x a =((-1657.52) x 8.25)=4.52mFB=S3 x a =((-0.00) x 8.25)=mS13024.92S10.00WPA=2 x 1/3 x a x S4=2 x 1/3 x 8.25 x 509.92=2804.56m2WPA=2 x 1/3 x a x S4=2 x 1/3 x 8.25 x 339.79=1868.85m2


MSA 2 mWL ~ 3 mWL=2 x 1/3 x b x S9=2x1/3x0.50x65.99=22.00m2MSA 0 mWL=2 x 1/3 x b x S9=2x1/3x0x0=0.00m2MSA (MIDSHIP SECTION AREA)
Arman: Amin:Diganti dengan yang sesuai=MSA (0~2) + MSA (2~3)
Arman: Amin:diganti dengan yang sesuai=41.97 + 22.00=63.97m2
Arman: Amin:Diganti dengan yang sesuai
Arman: Amin:diganti dengan yang sesuai ( 0 mWL - 3 mWL )CF=MSA=63.97=0.97CF=MSA=0.00=B x d22 x 3.00B x d22 x 0.00

"'=Vol.displ 0 mWL ~ 5.5 m WL=5029.87 + " = 5029.87 + 2772.84=7802.71m3

Cb=Vol.displacement '=7802.71=0.72Cb=Vol.displacement '=0.00=Lpp x B x d165 x 22 x 3.00Lpp x B x d165 x 22 x 0.00


TBM=IT=96856.21=12.41mTBM=IT=0.00=mVolume displ '7802.71Volume displ '0.00FF=S6 x a=(-249.00) x 8.25=4.03mFF=S6 x a=(267.64) x 8.25=6.50mS4509.92S4339.79

IL=((S7) - ((S6)2/(S4))) x 2/3 x a3=(11027.52-(((-249.00))/509.92))x2/3x8.25=4082566.86m4IL=((S7) - ((S6)2/(S4))) x 2/3 x a3=(0-(((-267.64))/339.79))x2/3x8.25=-78915.45m4

LBM=IL=4082566.86=523.22mLBM=IL=-78915.45=mVolume displ '7802.71Volume displ '0.00

WSA 0 mWL ~ 3 mWL =2x1/3xaxS8 =2x1/3x8.25x609.38=3351.59m20 mWL ~ 3 mWLWSA 0 mWL =2x1/3xaxS8 =2x1/3x8.25x339.79=1868.85m2difference of WSA ==3032.70m2(-)0 mWL ~ 2 mWLWSA 2 mWL ~ 3 mWL==318.89m2

Shell displacement=(1,025/1,000)xtxWSA=(1.025/1)x0.010x318.89=2.19ton2 mWL ~ 3 mWLShell displacement=(1,025/1,000)xtxWSA=(1.025/1)x0.018x1868.85=23.77ton0 mWLdifference of shell displacement =36.24ton(+)0 mWL~3 mWLMoulded displacement=1,025 x volume=0.00ton(+) 0 mWLtotal shell displacement =38.43ton 0 mWL ~ 3 mWLDisplacement 0 mWL=Shell disp + Moulded displacement=23.77ton

TABEL B6 ( 3 mWL ~ 5 mWL )


mS1 =3148.14

mS2 =28.38d=5.00
Arman: Amin:merupakan Wl tengah Section(d-B)mS3 =852.68plate thickness (t)=0.007mS4 =538.30S5 =55319.02"=2 x 1/3 x 1/3 x a x b x S1=2x1/3x1/3x8.25x1.00x3148.14=5771.59m3S6 =35.84S7 =12934.16D=1,025 x volume=1,025 x 5771.59=5915.88tonS8 =737.52S9 =66.00KB=( S2 x b )+b'=(28.38x1.00)4=4.01mS13148.14FB=S3 x a =((-852.68) x 8.25)=2.23mS13148.14WPA=2 x 1/3 x a x S4=2 x 1/3 x 8.25 x 538.30=2960.65m2

Cw=WPA=2960.65=0.82Lpp x B88x 12

MSA 3 mWL ~ 5 mWL=2 x 1/3 x b x S9=2x1/3x1.00x66.00=44.00m2MSA (MIDSHIP SECTION AREA)
Arman: Amin:diganti dengan yang sesuai=63.97 + 44.00=107.97m2 ( 0 mWL - 5 mWL )CF=MSA=107.97=0.98B x d22 x 5.00

"'=Vol.displ 0 mWL ~ 5.5 m WL=7802.71 + " =7802.71 + 5771.59=13574.30m3

Cb=Vol.displacement '=13574.30=0.75Lpp x B x d165 x 22 x 5.00

IT=2x 1/3 x 1/3 x a x S5=2 x 1/3 x 1/3 x 8.25 x 55319.02=101418.20m4

TBM=IT=101418.20=7.47mVolume displ '13574.30FF=S6 x a=(-35.84) x 8.25=0.55mS4538.30

IL=((S7) - ((S6)2/(S4))) x 2/3 x a3=(12934.16-(((-35.84))/538.30))x2/3x8.25=4840928.69m4

LBM=IL=4840928.69=356.62mVolume displ '13574.30

WSA 0 mWL ~ 5 mWL =2x1/3xaxS8 =2x1/3x8.52x737.52=4056.36m20 mWL ~ 5 mWLdifference of WSA ==3351.59m2(-)0 mWL ~ 3 mWLWSA 3 mWL ~ 5 mWL==704.77m2

Shell displacement=(1,025/1,000)xtxWSA=(1.025/1)x0.010x704.77=4.84ton3 mWL ~ 5 mWLdifference of shell displacement =38.43ton(+)0 mWL~3 mWLtotal shell displacement =43.27ton 0 mWL ~ 5 mWL

TABEL B7 ( 5 mWL ~ 7 mWL )


mS1 =3280.12

mS2 =14.56d=7.00
Arman: Amin:merupakan Wl tengah Section(d-B)mS3 =-200.44plate thickness (t)=0.007mS4 =552.86S5 =56999.46"=2 x 1/3 x 1/3 x a x b x S1=2x1/3x1/3x8.25x1.00x3280.12=6013.55m3S6 =-82.84S7 =13980.08D=1,025 x volume=1,025 x 6013.55=6163.89tonS8 =860.08S9 =66.00KB=( S2 x b )+b'=(14.56x1.00)6.00=6.004mS13280.12FB=S3 x a =((-200.44) x 8.25)=-0.50mS13280.12WPA=2 x 1/3 x a x S4=2 x 1/3 x 8.25 x 552.86=3040.73m2

Cw=WPA=3040.73=0.84Lpp x B165 x 22

MSA 5 mWL ~ 7 mWL=2 x 1/3 x b x S9=2x1/3x1.00x66.00=44.00m2MSA (MIDSHIP SECTION AREA)
Arman: Amin:diganti dengan yang sesuai=107.97 + 44.00=151.97m2 ( 0 mWL - 7 mWL )CF=MSA=151.97=0.99B x d22 x 7.00

"'=Vol.displ 0 mWL ~ 5.5 m WL=13574.30 + " =13574.30 + 6013.55=19587.86m3

Cb=Vol.displacement '=19587.86=0.77Lpp x B x d165 x 22 x 7.00

IT=2x 1/3 x 1/3 x a x S5=2 x 1/3 x 1/3 x 8.25 x 56999.46=104499.01m4

TBM=IT=104499.01=5.33mVolume displ '19587.86FF=S6 x a=(-82.84) x 8.25=-1.24mS4552.86

IL=((S7) - ((S6)2/(S4))) x 2/3 x a3=(13980.08-(((-82.84))/552.82))x2/3x8.25=5228708.97m4

LBM=IL=5228708.97=266.94mVolume displ '19587.86

WSA 0 mWL ~ 7 mWL =2x1/3xaxS8 =2x1/3x8.25x860.08=4730.44m20 mWL ~ 5 mWLdifference of WSA ==4056.36m2(-)0 mWL ~ 7 mWLWSA 5 mWL ~ 7 mWL==674.08m2

Shell displacement=(1,025/1,000)xtxWSA=(1.025/1)x0.010x674.08=4.63ton5 mWL ~ 7 mWLdifference of shell displacement =43.27ton(+)0 mWL~5 mWLtotal shell displacement =47.90ton 0 mWL ~ 7 mWL

+

+

+

+

+

+

+

+

TABEL CTABEL C ( CALCULATION OF CANT PART)

SECTIONAL AREA AND V.C.B AT STATION Ap

HALF BREADTH SIMPSON MULT.PRODUCT2.0212.021.6446.56010S1 =8.58h =2
Arman: Amin:Tinggi posisi awal AP hingga sarat(T)m

AREA = 2 x 1/3 x h/2 x S1 = 2 x 1/3 x (2/2) x 8.58=5.72m

V.C.B BELOW 7 WL = 2/5 x h = (2/5) x 2 ==0.80m

SECTIONAL AREA AND V.C.B AT STATION FC

HALF BREADTH SIMPSON MULT.PRODUCT1.3211.320.7943.16010S2 =4.48L =1.11
Arman: Amin:Tinggi lengkung station -1 hingga saratmAREA = 2 x 1/3 x L /2 x S2 = 2 x 1/3 x (1/2) x 4.48=1.66m

V.C.B BELOW 7 WL = 2/5 x L = (2/5) x 1=0.44m

&"Arial,Italic"Tugas Rancang 2&"Arial,Regular"&"Arial,Italic"Hidrostatis dan Bonjean

TABEL DTABEL D

NUMBERDISPLACEMENTLCBVCBOFSECTIONALSIMPSONPRODUCTLEVERFUNCT OFV.C.BFUNCTION OFORDINATAREAMULTIPLIERFROM ApLONGITUDINALBELOW 7 WLVERT MOMENTk=length of cant part=4.0
Arman: Amin:(Lwl-Lpp)mAp5.7215.72000.804.58Fc1.6646.63-1-6.630.442.94Lpp =165
Arman: Amin:diganti sesuai AP

mAfter End010-2000Lwl = 169mS1=12.35S2=-6.63S3=7.52

1/3xk/2x1,025=1/3x4/2x1,025=0.68 S2/S1= -6.63/12.35=-0.54 V.C.B BELOW =7 WL12.35( x ) Dc=8.44 tonK / 2 = 4/2 =2m( x )-0.54m-1.07mLpp/2 = 165/2 =-82.50m KB c =7 - 3 / 1 V c =8.44( + ) =7 - 7.52/12.351.025( : ) F Bc =-83.57m =6.391m =8.23 m 3

NUMBERwater plane areaFFcILc I TcOFhalfSimp'sproductLever fromMci =F ci =bi3Simp'sORDINATbreadthmultiplierNci =ApNci . LciMci . Lcimultiplierbi3 . Sof WL (bi)(S)bi.S( Lci )(S)Ap2.0212.020008.2418.24F c1.3245.28-1-5.285.282.3049.20After End010-200010S1=7.3S2=-5.285.28S4=17.44

S1 =7.3S2 /S1 = -0.72S22/S1=3.82S4=17.44m1/3 x k/2 x 2 = 1/3 x 4/2 x2 =1.33( x ) 2 x 1/3 x 1/3 x k/2 = 0.44m W.P.AC =9.73m2 k/2 = 4/2 =2.00S3-(S22/S1)=1.46 ( x )( x )-0.72 2 x 1/3 x (k/2)3=5.33 ITC =7.7521244444m4-1.45m ( x ) Lpp/2 = 165/2 =-82.50m ILC =7.79m4( + )m F Fc =-83.95

&"Arial,Italic"Tugas Rancang 2Hidrostatis dan Bonjean

TABEL ETABEL E

NUMBERTo 7 WLOFhalf girthSimp'sProduct k = length of cant partORDINATES(g)multiplier (S)g.S =4mAp3.0213.02 t = plate thickness of cant partF c1.7346.92 =0.007mAfter End010 S =9.94Lpp =165mLwl =169m2 x 1/3 x k/2 = 2 x 1/3 x 4/2 =1.33( x )wetted surface area =13.25m2

(1.025/ 1.000) x t =0.01ton( x ) shell displacement =0.10ton

TOTAL VALUE FOR MAIN SHELL DISPLACEMENT

A. WETTED SURFACE AREA AND SHELL DISPLACEMENT

WETTED SURFACE AREASHELL DISPLACEMENTmain partcant parttotal ( m 2 )main partcant parttotal ( ton )To 7 WL4730.44
Arman: Amin:diambil dari tabel B WSA section paling terakhir13.254743.6947.90
Arman: Amin:diambil dari tabel B shell displacement section terakhir0.1048.00

B. CENTRE OF FLOATATION AND WATER PLANE AREA

AT 7 mWLF Fwater plane areaproductmain part-1.24
Arman: Amin:Diambil dari tabel B OF section terakhir3040.73
Arman: Amin:Diambil dari tabel B WPA section terakhir-3758.86cant part-83.959.73-817.083050.46-4575.94

water plane area ( including cant part ) = S 1 = 3050.46m2centre of floatation ( including cant part ) = S2 / S1 = -1.50m

C. KEEL to BOUYANCYAT 7 mWLKBMoulded Displacementproductmain part6.004
Arman: Amin:Diambil dari tabel B WPA section terakhir37010.71cant part6.3918.4453.946172.3337064.65

Moulded Displacement ( including cant part ) = S 1 =6172.33tonkeel to bouyancy ( including cant part ) = S2 / S1 =6.005m

D. LONGITUDINAL CENTRE OF BOUYANCYAT 7 mWLF BMoulded Displacementproductmain part-0.50
Arman: Amin:Diambil dari tabel B WPA section terakhir-3107.45cant part-83.578.44-705.326172.33-3812.76

Moulded Displacement ( including cant part ) = S 1 =6172.33toncentre of bouyancy ( including cant part ) = S2 / S1 =-0.618m


TABEL FTABEL F

C. LONGITUDINAL METACENTRE ABOVE CENTRE OF BOUYANCYlongitudinal moment of inertia :

I L = I LP + I LC + AWP ( F F - F FP )2 + AWC ( F FC - F F )2

longitudinal moment of inertia of main part = I LPI5228708.97
Arman: Amin:Diambli dari tabel B section terakhirlongitudinal moment of inertia of cant part = I LCII7.79corrected F F-1.50F FP-1.24
Arman: Amin:Diambli dari tabel B section terakhir

( F F - F FP ) = -1.50 - (-1.24)-0.26 ( F F - F FP )2= -0.262 =0.07water plane area of main part (Awp)3040.73
Arman: Amin:Diambli dari tabel B section terakhir

Awp X ( F F - F FP )2 III211.78 F FC-83.95corrected F FC-1.50 ( F FC - F F ) = -83.95 - (-1.50) =-82.45 ( F FC- F F )2 = -82.452 =6797.42water plane area of cant part (Awc)9.73Awc X ( F F - F FP )2 IV66161.60corrected longitudinal moment of inertia :5295090.14I L = I+ II +III +IVL.B.M=IL/V=IL/(VP+VC) = 5295090.14 / (19587.86 + 8.23) =270.21
Arman: Amin :Tabel B nya diambil dari section terakhir yang sesuaim

D. TRANVERSAL METACENTRE ABOVE CENTRE OF BOUYANCYtransverse moment of inertia : I T = I TP + I TC

T.B.M = I T / V

transverse moment inertia of main part : I TP104499.01
Arman: Amin:Diambli dari tabel B section terakhirtransverse moment inertia of cant part : I TC7.75corrected transverse moment of inertia : I TS =104506.77

T.B.M=IT/V=IT/(VP+VC)= 104506.77 / (19587.86 + 8.23) =5.33m


TABEL GMOULDED DISPLACEMENT AND CENTRE OF BOUYANCY

mouldedverticalhorizontaldisplacement ( ton )K B ( m )moment F B ( m )moment 0 to 0.5 mWL0 WL ~ 0,5 WL1133.060.26294.407.188133.40S1S2S3

a. K B = S2 / S1 =294.40 / 1133.06 =0.26mb. F B = S3 / S1 =8133.40 / 1133.06 =7.18m

0 to 1 mWL0 WL ~ 0,5 WL1133.060.26294.407.188133.400,5 WL ~ 1 WL1285.420.75967.397.149172.73total2418.481261.7917306.14S4S5S6

c. K B = S5 / S4 =1261.79 / 2418.48 =0.52md. F B = S6 / S4 =17306.14 / 2418.48 =7.16m

0 to 1,5 mWL0 WL ~ 1 WL2418.480.521261.797.1617306.141 WL ~ 1,5 WL1348.731.251687.956.198353.86total3767.212949.7425660.00S7S8S9

e. K B = S8 / S7 =2949.74 / 3767.21 =0.78mf. F B = S9 / S7 =25660.00 / 3767.21 =6.81m

0 to 2 mWL0 WL ~ 1,5 WL3767.210.782949.746.8125660.001,5 WL ~ 2 WL1388.401.752430.995.437539.63total5155.625380.7333199.63S10S11S12

g. K B = S11 / S10 =5380.73 / 5155.62 =1.04mh. F B = S12 / S10 =33199.63 / 5155.62 =6.44m0 to 3 mWL0 WL ~ 2 WL5155.621.045380.736.4433199.632 WL ~ 3 WL2842.162.507111.294.5212848.37total7997.7812492.0346048.00S13S14S15

i. K B = S14 / S13 =12492.03 / 7997.78 =1.56mj. F B = S15 / S13 =46048.00 / 7997.78 =5.76m

0 to 5 mWL0 WL ~ 3 WL7997.781.5612492.035.7646048.003 WL ~ 5 WL5915.884.0123716.852.2313219.20total13913.6636208.8859267.21S16S17S18

k. K B = S17 / S16 =36208.88 / 13913.66 =2.60ml. F B = S18 / S16 =59267.21 / 13913.66 =4.26m0 to 7 mWL0 WL ~ 5 WL13913.662.6036208.884.2659267.215 WL ~ 7 WL6172.336.00537064.65-0.618-3812.76total20085.9973273.5355454.44S19S20S21

m. K B = S20 / S19 =73273.53 / 20085.99 =3.65mn. F B = S21 / S19 =55454.44 / 20085.99 =2.76m

&"Arial,Bold"&"Arial,Italic"Tugas Rancang 2Hidrostatis dan Bonjean

TABEL H TABEL H( RESULT OF HIDROSTATIC CACULATION )Lpp =165 mwater planemidship sectionmultilever = 2/3 x a = 2.93water linesfunction ofwater planewater planemidshipmidship coeffarea coefficientT P C = WPA x 1.025sectionwater lines( WPA )Cw = WPA 100areaCF = AF (Lwl x B) ( MSA ) Bxd0-1868.850.51---0 ~ 0,5434.572390.140.6624.509.750.890 ~ 1469.122580.160.7126.4520.210.920 ~ 1,5486.442675.420.7427.4231.010.940 ~ 2497.402735.700.7528.0441.970.950 ~ 3509.922804.560.7728.7563.970.970 ~ 5538.302960.650.8230.35107.970.980 ~ 7552.863050.460.8431.27151.970.99water lines K BT B MT K MFBFFLBM LKM( m )( m )(KB+TBM) (m)( m )( m )( m )(LBM+KB) (m)0----6.50--0 ~ 0,50.2665.6565.917.186.822664.312664.570 ~ 10.5235.3835.907.166.611446.021446.540 ~ 1,50.7824.4525.236.815.81993.41994.190 ~ 21.0418.5819.636.445.09761.33762.370 ~ 31.5612.4113.985.764.03523.22524.790 ~ 52.607.4710.074.260.55356.62359.230 ~ 73.655.338.982.76-1.50270.21273.86water linesdispl. mouldedblock coefficientCp = Cb / CFWSAshell displ.displacement(ton) {a}Cb= / (1,025xLWLxBxD)(m2)( ton ) {b}( ton ) {a+b}00--1868.8523.7723.770 ~ 0,51133.060.610.692416.9830.751163.810 ~ 12418.480.650.712675.6433.052451.530 ~ 1,53767.210.670.722861.7034.713801.920 ~ 25155.620.690.733032.7036.245191.850 ~ 37997.780.720.743351.5938.438036.210 ~ 513913.660.750.764056.3643.2713956.930 ~ 720085.990.770.784743.6948.0020133.99

water linesmoment to change trim one centimeterdispl. due to trim 1 cmM T C = LBM x D {a}D D T = F F x TPC Lpp x100 Lpp0 ~ 0,5182.961.010 ~ 1211.951.060 ~ 1,5226.810.970 ~ 2237.890.870 ~ 3253.610.700 ~ 5300.720.100 ~ 7328.94-0.28

WLWPAWSAwater linesdispl. mouldedauto caddisplacementauto cadtabelauto cadtabelauto cad(ton) {a}( ton ) {a+b}01868.85485.89971868.85485.8997000.0023.771.400 ~ 0,52390.14621.43512416.98628.41350 ~ 0,51133.062333333366.951163.8168.770 ~ 12580.16670.84162675.64695.66640 ~ 12418.4781041667142.912451.53144.860 ~ 1,52675.42695.60922861.70744.0427280 ~ 1,53767.2123958333222.613801.92224.660 ~ 22735.70711.2823032.70788.5020 ~ 25155.6158958333304.655191.85306.790 ~ 32804.56729.18563351.59871.41340 ~ 37997.7803125472.608036.21474.870 ~ 52960.65769.7694056.361054.65360 ~ 513913.6600625822.1713956.93824.730 ~ 73050.46793.12046666674743.691233.36026666670 ~ 720085.99166916671186.9020133.991189.74WLCpCwCbCmtabelauto cadtabelauto cadtabelauto cadtabelauto cad0--0.51669.2833333333----0 ~ 0,50.69893.73239838090.66855.97121212120.61791.76565656570.891151.68181818180 ~ 10.71919.913951890.71924.02424242420.65844.99671717170.921194.12878787880 ~ 1,50.72933.80002866460.74958.13939393940.67877.48905723910.941221.60606060610 ~ 20.73944.2285494930.75979.72727272730.69900.66527777780.951240.02272727270 ~ 30.74961.06175091190.771004.38787878790.72931.45328282830.971259.94949494950 ~ 50.76990.5747144180.821060.28787878790.75972.26409090910.981275.96969696970 ~ 70.781015.54218761420.841088.96666666670.771002.13351370850.991282.8354978355WLMSAMTCLBMLKMtabelauto cadtabelauto cadtabelauto cadtabelauto cad00.0000.0000.0000.0000 ~ 0,59.7563.3425182.96237.84744056732664.314329.50890465842664.574329.93111938860 ~ 120.21131.3541666667211.95275.5337951871446.022349.77712468861446.542350.62493259090 ~ 1,531.01201.565226.81294.854385053993.411614.2895734908994.191615.56195382040 ~ 241.97272.805237.89309.2524630129761.331237.1619954844762.371238.85795021160 ~ 363.97415.7833333333253.61329.6982025056523.22850.2390864687524.79852.77723345590 ~ 5107.97701.7833333333300.72390.9416653075356.62579.5147941481359.23583.74369025340 ~ 7151.97987.7833333333328.94427.6186431226270.21439.0938052584273.86445.0217914355

WLTPCLCBLCFDDTtabelauto cadtabelauto cadtabelauto cadtabelauto cad0-0-06.501055.96066688250.0000 ~ 0,524.50636.97097757.181166.46559265966.821107.61902570361.01164.457150 ~ 126.45687.612647.161162.81701754866.611074.62616174971.06172.2439468750 ~ 1,527.42712.999436.811106.85279464765.81943.65183784230.97156.835250 ~ 228.04729.064056.441046.4201230885.09827.23085042220.87140.5837468750 ~ 328.75747.415245.76935.60963575174.03654.64313029490.70114.0536718750 ~ 530.35789.0132254.26692.19177652040.5589.25877763330.1016.41640 ~ 731.27812.94847833332.76448.6384065679-1.50-243.763317649-0.28-46.192778125WLKBTBMTKMtabelauto cadtabelauto cadtabelauto cadBuritanHaluanauto cad0-0-0-0-6.560 ~ 0,50.264.825311202865.651219.186044459265.911224.011355662124.430 ~ 10.529.689233169435.38656.990080258935.90666.679313428334.940 ~ 1,50.7814.541489481124.45454.098510614425.23468.640000095539.730 ~ 21.0419.382339739918.58345.127447103119.63364.50978684342.240 ~ 0,51.5629.007394139612.41230.529867164113.98259.537261303748.470 ~ 52.6048.3302412037.47138.753418733910.07187.08365993779.840 ~ 73.6567.74841345195.3399.04220759858.98166.7906210504122.42140.49

Buritanauto cadHaluanauto cad0-6.56-5.9600.000,524.4322.2140.7937.08134.9431.7656.751.551,539.7336.1265.3359.39242.2438.4071.1564.68348.4744.0677.8870.80579.8472.5881.6574.237122.42111.2982.575.00main deck140.49127.72


Tabel ITABEL Inumber0 mWL ~ 0,5 mWL0,5 mWL ~ 1 mWLtotal area1 m WL ~ 1,5 m WLtotal area1,5 mWL ~ 2 mWLtotal area2 mWL ~ 3 mWLtotal area3 mWL ~ 5 mWLtotal area5 mWL ~ 7 mWLtotal area3ofy = 2 x 1/3 x b y = 2 x 1/3 x b y = 2 x 1/3 x b y = 2 x 1/3 x b y = 2 x 1/3 x b y = 2 x 1/3 x b y = 2 x 1/3 x b NumberTotal Areaordinatfunction ofareafunction ofarea0 ~ 1 mWLfunction ofarea0 ~ 1,5 mWLfunction ofarea0 ~ 2 mWLfunction ofarea0 ~ 3 mWLfunction ofarea0 ~ 5 mWLfunction ofarea0 ~ 7 mWLAUTO CADof0 ~ 0.50 ~ 1 0 ~ 1.50 ~ 2 0 ~ 3 0 ~ 5 0 ~ 7 0 ~ MAIN DECKarea ( F )( F x y )area ( F )( F x y )area ( F )( F x y )area ( F )( F x y )area ( F )( F x y )area ( F )( F x y )area ( F )( F x y )Station / WL0.5 WL1 WL1.5 WL 2 WL3 WL5 WL7 WLMAINDECKSection mWL mWL mWL mWL mWL mWL mWLAP0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.008.585.725.72AP0.000.000.000.000.000.001.919.46AP0.000.000.000.000.000.005.7218.9210.000.000.000.000.000.000.000.000.000.000.000.000.000.0011.287.527.5229.4019.6027.1210.000.000.003.762.512.519.0432.1510.000.000.000.000.007.5227.1264.2925.960.9911.231.872.8716.292.725.5820.553.439.0125.668.5517.5633.4022.2739.8340.9727.3167.1428.552.855.8511.137.4213.2822.3856.8820.992.875.589.0117.5639.8367.14113.76315.442.5722.513.756.3327.694.6210.9432.145.3616.3038.2412.7529.0446.3530.9059.9452.0234.6894.62312.754.259.6815.4510.3019.9831.5474.9732.576.3310.9416.3029.0459.9494.62149.94426.364.3934.715.7910.1840.996.8317.0146.087.6824.6951.2917.1041.7957.0038.0079.7959.5739.71119.50417.105.7013.9319.0012.6726.6039.8389.9044.3910.1817.0124.6941.7979.79119.50179.80541.666.9451.118.5215.4654.929.1524.6257.519.5934.2059.8919.9654.1662.4041.6095.7663.7042.47138.23519.966.6518.0520.8013.8731.9246.08101.2656.9415.4624.6234.2054.1695.76138.23202.52655.649.2761.9410.3219.6064.3310.7230.3265.3910.9041.2265.7421.9163.1365.7643.84106.9765.8143.87150.84621.917.3021.0421.9214.6135.6650.28108.3669.2719.6030.3241.2263.13106.97150.84216.72758.479.7562.7810.4620.2164.8110.8031.0165.7610.9641.9765.9922.0063.9766.0044.00107.9766.0044.00151.97722.007.3321.3222.0014.6735.9950.66108.9879.7520.2131.0141.9763.97107.97151.97217.97858.479.7562.7810.4620.2164.8110.8031.0165.7610.9641.9765.9922.0063.9766.0044.00107.9766.0044.00151.97822.007.3321.3222.0014.6735.9950.66108.9889.7520.2131.0141.9763.97107.97151.97217.97958.479.7562.7810.4620.2164.8110.8031.0165.7610.9641.9765.9922.0063.9766.0044.00107.9766.0044.00151.97922.007.3321.3222.0014.6735.9950.66108.9899.7520.2131.0141.9763.97107.97151.97217.971058.479.7562.7810.4620.2164.8110.8031.0165.7610.9641.9765.9922.0063.9766.0044.00107.9766.0044.00151.971022.007.3321.3222.0014.6735.9950.66108.98109.7520.2131.0141.9763.97107.97151.97217.971158.479.7562.7810.4620.2164.8110.8031.0165.7610.9641.9765.9922.0063.9766.0044.00107.9766.0044.00151.971122.007.3321.3222.0014.6735.9950.66108.98119.7520.2131.0141.9763.97107.97151.97217.971258.479.7562.7810.4620.2164.8110.8031.0165.7610.9641.9765.9922.0063.9766.0044.00107.9766.0044.00151.971222.007.3321.3222.0014.6735.9950.66108.98129.7520.2131.0141.9763.97107.97151.97217.971358.479.7562.7810.4620.2164.8110.8031.0165.7610.9641.9765.9922.0063.9766.0044.00107.9766.0044.00151.971322.007.3321.3222.0014.6735.9950.66108.98139.7520.2131.0141.9763.97107.97151.97217.971457.739.6262.2010.3719.9964.1810.7030.6965.2510.8841.5665.3421.7863.3465.3943.59106.9365.4043.60150.531421.787.2621.1121.8014.5335.6450.18108.03149.6219.9930.6941.5663.34106.93150.53216.051557.039.5161.7410.2919.8063.5510.5930.3964.3610.7341.1164.5021.5062.6164.6743.11105.7364.7443.16148.891521.507.1720.8721.5614.3735.2449.63106.84159.5119.8030.3941.1162.61105.73148.89213.691655.279.2160.7510.1319.3461.2510.2129.5561.4910.2539.7961.6620.5560.3561.7341.15101.5061.7941.19142.691620.556.8520.1220.5813.7233.8347.56102.49169.2119.3429.5539.7960.35101.50142.69204.971751.968.6655.059.1817.8455.139.1927.0255.209.2036.2255.2018.4054.6255.2036.8091.4255.2036.80128.221718.406.1318.2118.4012.2730.4742.7491.92178.6617.8427.0236.2254.6291.42128.22183.841832.705.4538.526.4211.8739.776.6318.5040.446.7425.2441.1013.7038.9441.8327.8966.8341.9527.9794.791813.704.5712.9813.949.3022.2831.6068.64185.4511.8718.5025.2438.9466.8394.79137.27196.631.1113.662.283.3816.582.766.1518.353.069.2020.066.6915.8921.5814.3930.2822.0814.7245.00196.692.235.307.194.8010.0915.0033.87191.113.386.159.2015.8930.2845.0067.74FP0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00FP0.000.000.000.000.000.000.004.50FP0.000.000.000.000.000.000.009.00b =0.25mb =0.25mb =0.25mb =0.25mb =0.50mb =1.00mb =1.00my =0.17my =0.17my =0.17my =0.17my =0.33my =0.67my =0.67m

TABEL JTABEL J scale =2number7 mWL ~ MAIN DECKareatotal areaofs =1s =4s =1S y.sh2/3 x h/2area0 ~ 7 mWL0 ~ MAIN DECKAUTOCAD ordinaty1 = y1.sy2y2.sy3 = y3s( I )( H - T )( ii ) ( I ) x ( ii )MAINDECKAP2.022.208.802.3813.203.001.0013.205.7218.929.4615.606.2024.786.7937.173.001.0037.1727.1264.2932.1527.337.7731.088.2146.623.001.0046.6267.14113.7656.8839.009.2236.889.4455.323.001.0055.3294.62149.9474.97410.0010.0540.2010.1060.303.001.0060.30119.50179.8089.90510.6710.7242.8610.7664.293.001.0064.29138.23202.52101.26610.9710.9843.9210.9965.883.001.0065.88150.84216.72108.36711.0011.0044.0011.0066.003.001.0066.00151.97217.97108.98811.0011.0044.0011.0066.003.001.0066.00151.97217.97108.98911.0011.0044.0011.0066.003.001.0066.00151.97217.97108.981011.0011.0044.0011.0066.003.001.0066.00151.97217.97108.981111.0011.0044.0011.0066.003.001.0066.00151.97217.97108.981211.0011.0044.0011.0066.003.001.0066.00151.97217.97108.981311.0011.0044.0011.0066.003.001.0066.00151.97217.97108.981410.9010.9243.6810.9465.523.001.0065.52150.53216.05108.031510.7910.8043.2010.8164.803.001.0064.80148.89213.69106.841610.3010.3841.5210.4662.283.001.0062.28142.69204.97102.49179.209.2737.089.3455.623.001.0055.62128.22183.8491.92187.007.0828.327.1642.483.001.0042.4894.79137.2768.64193.703.7915.163.8822.743.001.0022.7445.0067.7433.87FP0.001.506.003.009.003.001.009.000.009.004.50

Sheet9

Sheet5

water linesdispl. mouldeddisplacement(ton)( ton ) 0.51133.061163.81`12418.482451.532.53767.213801.9245155.625191.855.58006.228054.22

water lineswater plane areaWSA(WPA)(m2)0.52390.142416.9812580.162675.642.52675.422861.7042735.703032.705.53050.464743.69

water linesCp = Cb / CFblock coefficientCw = WPA CF = AF Cb= / (1,025xLWLxBxD) (Lwl x B) Bxd0.50.690.610.660.8210.710.650.710.872.50.720.670.740.9140.730.690.750.935.51.361.312.820.97

water lines ( MSA )

0.59.75120.212.531.01441.975.563.97

water linesM T C = LBM x D {a} Lpp x1000.5343.051397.402.5425.274446.045.5245.84

water linesLBM LKM( m )(LBM+KB) (m)0.52664.312664.5711446.021446.542.5993.41994.194761.33762.375.5270.21276.22

water linesT P C = WPA x 1.025 1000.524.50126.452.527.42428.045.531.27

water linesFBFFD D T = F F x TPC( m )( m ) Lpp0.57.186.821.9017.166.611.992.56.815.811.8146.445.091.625.5-0.62-1.50-0.53

water lines K BT B MT K M( m )( m )(KB+TBM) (m)0.50.2665.6565.9110.5235.3835.902.50.7824.4525.2341.0418.5819.635.56.005.3311.34

Sheet6water linesdispl. mouldeddisplacement(ton)( ton ) 0.5198.34204.131448.50455.111.5726.77735.2821026.271036.7142301.012312.9963523.783544.44

Sheet1WL 0,5WL 1WL 1,5WL 2WL 2,5WL 3WL 4WL 5WL 6WL 7UPPER DECKAPERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!18.921ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!64.292ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!113.763ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!149.944ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!179.805ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!202.526ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!216.727ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!217.978ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!217.979ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!217.9710ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!217.9711ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!217.9712ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!217.9713ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!217.9714ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!216.0515ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!213.6916ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!204.9717ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!183.8418ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!137.2719ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!67.74FPERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9.00

24,224 DARI 100,53:4,154,15/3=1,38WL 0,5WL 1WL 1,5WL 2WL 2,5WL 3WL 4WL 5WL 6WL 7UPPER DECKWL 0,5WL 1WL 1,5WL 2WL 2,5WL 3WL 4WL 5WL 6WL 7UPPER DECKAPERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.78APERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.571ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2.651ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1.922ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4.702ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3.403ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6.193ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4.494ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7.424ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5.385ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8.365ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6.066ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8.956ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6.487ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9.007ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6.528ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9.008ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6.529ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9.009ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6.5210ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9.0010ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6.5211ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9.0011ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6.5212ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9.0012ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6.5213ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9.0013ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6.5214ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8.9214ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6.4615ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8.8215ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6.3916ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8.4616ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6.1317ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7.5917ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5.5018ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5.6718ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4.1119ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2.8019ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2.03FPERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.37FPERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.27UKURAN GAMBAR DI AUTOCADwater linesdispl. mouldeddisplacementwater plane areaWSACp = Cb / CFblock coefficientCw = WPA CF = AF ( MSA )M T C = LBM x D {a}LBM LKMT P C = WPA x 1.025FBFFD D T = F F x TPC K BT B MT K M(ton) {a}( ton ) ( WPA )(m2)Cb= / (1,025xLWLxBxD) (Lwl x B) Bxd Lpp x100( m )(LBM+KB) (m) 100( m )( m ) Lpp( m )( m )(KB+TBM) (m)0.51133.061163.812390.142416.980.690.610.660.899.75343.052664.312664.5724.507.186.821.900.2665.6565.9112418.482451.532580.162675.640.710.650.710.9220.21397.401446.021446.5426.457.166.611.990.5235.3835.901.53767.213801.922675.422861.700.720.670.740.9431.01425.27993.41994.1927.426.815.811.810.7824.4525.2325155.625191.852735.703032.700.730.690.750.9541.97446.04761.33762.3728.046.445.091.621.0418.5819.632.58006.228054.223050.464743.691.361.312.820.9763.97245.84270.21276.2231.27-0.62-1.50-0.536.005.3311.343ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!A3water linesdispl. mouldeddisplacementwater plane areaWSACp = Cb / CFblock coefficientCw = WPA CF = AF ( MSA )M T C = LBM x D {a}LBM LKMT P C = WPA x 1.025FBFFD D T = F F x TPC K BT B MT K M(ton) {a}( ton ) ( WPA )(m2)Cb= / (1,025xLWLxBxD) (Lwl x B) Bxd Lpp x100( m )(LBM+KB) (m) 100( m )( m ) Lpp( m )( m )(KB+TBM) (m)0.5404.67415.65853.62863.210.250.220.240.323.48122.52951.54951.638.752.562.430.680.0923.4523.541863.74875.55921.49955.590.250.230.250.337.22141.93516.43516.629.452.562.360.710.1912.6312.821.51345.431357.83955.511022.040.260.240.260.3411.08151.88354.79355.079.792.432.070.650.288.739.0121841.291854.23977.041083.110.260.250.270.3414.99159.30271.90272.2810.012.301.820.580.376.647.012.52859.362876.511089.451694.180.480.471.010.3522.8587.8096.5098.6511.17-0.22-0.54-0.192.141.904.053ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!

Sheet2

TABEL H3 TABEL H( RESULT OF HIDROSTATIC CACULATION )Lpp =88 mwater planemidship sectionmultilever = 2/3 x a = 2.93water linesfunction ofwater planewater planemidshipmidship coeffarea coefficientT P C = WPA x 1.025sectionwater lines( WPA )Cw = WPA 100areaCF = AF (Lwl x B) ( MSA ) Bxd0 ~ 0,5434.572390.140.6624.509.750.890 ~ 1469.122580.160.7126.4520.210.920 ~ 2,5486.442675.420.7427.4231.010.940 ~ 4497.402735.700.7528.0441.970.950 ~ 5.5509.923050.462.8231.2763.970.97

water lines K BT B MT K MFBFFLBM LKM( m )( m )(KB+TBM) (m)( m )( m )( m )(LBM+KB) (m)0 ~ 0,50.2665.6565.917.186.822664.312664.570 ~ 10.5235.3835.907.166.611446.021446.540 ~ 2,50.7824.4525.236.815.81993.41994.190 ~ 41.0418.5819.636.445.09761.33762.370 ~ 5.56.005.3311.34-0.62-1.50270.21276.22water linesdispl. mouldedblock coefficientCp = Cb / CFWSAshell displ.displacement(ton) {a}Cb= / (1,025xLWLxBxD)(m2)( ton ) {b}( ton ) {a+b}0 ~ 0,51133.060.610.692416.9830.751163.810 ~ 12418.480.650.712675.6433.052451.530 ~ 2,53767.210.670.722861.7034.713801.920 ~ 45155.620.690.733032.7036.245191.850 ~ 5.58006.221.311.364743.6948.008054.22

water linesmoment to change trim one centimeterdispl. due to trim 1 cmM T C = LBM x D {a}D D T = F F x TPC Lpp x100 Lpp0 ~ 0,5343.051.900 ~ 1397.401.990 ~ 2,5425.271.810 ~ 4446.041.620 ~ 5.5245.84-0.53


final TR2

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Transcript of final TR2