Nyong

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Ukuran Utama LWL = 83.20 LBP = 80.00 B = 13.30 H = 7.50 T = 4.80 Kecepatan V = 13.00 = = 0.24 Koefisien Bentuk = = 0.66 = = 0.98 = = 0.76 = = 0.67 = Angka Froude (Froude Number) FN V / (gL) 0,5 CB 1,23 - (0,395 V / CM 0,93 + ( 0,08 CB ) CW 0,248 + ( 0,778 CB CPH CB/CM CPV CB/CW

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Transcript of Nyong

UKURAN UTAMAUkuran UtamaLWL=83.20m.LBP=80.00m.B=13.30m.H=7.50m.T=4.80m.KecepatanV=13.00knotAngka Froude (Froude Number)FN=V / (gL)0,5V=kecepatan (m/dt)g=perc. gravitasi (m/dt2)L=LBP (m)=0.24Koefisien BentukCB=1,23 - (0,395 V / L0,5)V=kecepatan (knot)=0.66L=LBP (m)CM=0,93 + ( 0,08 CB )=0.98CW=0,248 + ( 0,778 CB )=0.76CPH=CB/CM=0.67CPV=CB/CW=0.86Displacement (D)D=LWL . B . T . CB . g . cg=berat jenis air=1.025ton/m3 untuk air lautc=faktor kulit kapal=1.0075untuk kapal bajaD=3,597.625ton0.671.340.6480.6920.7000.6500.6500.6000.6920.6480.0420.0480.0500.0500.8400.960404033.60038.400

SACI=4I"=1.2I'=1.6StationSA/MALuas Section (SA) (m2)MSSA . MSFaktor Momen (FM)SA.MS.FM(1)(2)(3)(4)(5)(6)(7)= (3).(4)= (5).(6)-0.50.0000.0000.4000.000-10.5000.000-0.250.0060.3791.6000.607-10.250-6.22200.0382.3711.4003.319-10.000-33.19510.18011.2864.00045.145-9.000-406.30520.36422.8572.00045.714-8.000-365.71330.54934.4284.000137.711-7.000-963.98040.73946.3782.00092.756-6.000-556.53650.86654.3454.000217.379-5.000-1086.89560.93358.5182.000117.036-4.000-468.1432.92270.97260.9844.000243.935-3.000-731.80580.99062.1222.000124.244-2.000-248.48791.00062.7214.000250.884-1.000-250.884101.00062.7212.000125.4420.0000.000111.00062.7214.000250.8841.000250.884121.00062.7212.000125.4422.000250.884130.99062.1224.000248.4873.000745.4621.29140.96360.4152.000120.8294.000483.318150.89556.1474.000224.5875.0001122.936160.73646.1882.00092.3776.000554.260170.54334.0484.000136.1947.000953.357180.32820.5812.00041.1628.000329.293190.1388.6314.00034.5239.000310.704200.0805.0181.3006.5238.94258.33120.30.0533.3191.2003.9838.91535.51320.60.0000.0000.3000.0000.0000.000S1 =S2 =2689.163-23.2232.92218339695.018Volume (V) =1/3 l S1l =LBP / 20 =4.000m=3585.551m3Displacement 2( D2) =V g c=3702.754tonDisplacement 1( D1) =LWL . B . T . CB . g . C=3597.625tonEvaluasi displacement(D2 - D1) / D1) 100 % =2.922% ;sebesarnya 0,050%LCB=l S2 / S1=-0.035m-0.040m LBP di depan midship

SAC

SAC

BULBOUS BOWVOLUMEVolume Tanpa Bulbous BowV = Lwl x B x T x Cb =Desain BulbousDESIGN BULBOUS BOWVPR (Volume Bulbous Bow)VPR = Cvpr x V(Volume Kapal)ABL (Luas Bulbous Bow secara memanjang)ABL = CABL x Luas MidshipABT (Luas Bulbous Bow secara melintang)ABT = CABT x Luas MidshipLPR (Panjang Bulbous Bow)LPR = CLPR x LbpBB(Lebar Bulbous Bow)BB = CBB x B (Lebar kapal)ZBZB = CZB x T (Sarat)Volume Kapal = Lwl x B x T x CbLuas Midship = B x T x CmLwl=83.2mLbp=80mB=13.3m1.2T=4.8mH=7.5mV=13knotCb=0.66Cm=0.98Volume=3483.7494570311m3Amidship=62.72m2Dari grafik Design of Bulbous Bow diperoleh :Cvpr=0.23Czb=0.44CABL=0.11CABT=0.08CLPR=0.03CBB=0.056VPR=801.26m3ZB=2.112mABL=6.90m2ABT=5.02m2LPR=2.4mBB=0.7448mPerhitungan ABL pada Gambar (ABL')WLORDFSHK00.1110.1111.746.822.424.832.449.642.2324.4650.240.86010 =26.57ABL'=1/3 x T/6 x =7.0853333333Koreksi =(ABL'-ABL/ABL') x 100 %=2.6255339632%0.05%Perhitungan ABT pada Gambar (ABT')WLORDFSHK001010.47341.89220.735121.470230.744842.979240.7321.4650.490141.96046010 =9.7618ABT' = 2/3 x T/6 x =5.2062933333Koreksi =(ABT'-ABT/ABT') x 100 %=3.6228578336%0.05 %Volume Rancangan=Volume tanpa Bulbous + VPR=4285.0118321482

BULBOUS BOW

RADIUS BILGA

SHEER PLANPerhitungam Radius BilgaB=13.3m31.3140726934T=4.8m5.5958978452Cm=0.98R=1.6147047566mGADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1005.035295243415.035295243416.894427.57626.65213.336.65426.646.65213.356.65426.666.6516.65=119.0612952434A10SAC=62.72A10GD=2/3 x T/6 x =63.4993574632Koreksi=[(A10GD-A10sac )/A10GD] x 100%=1.2258366084

SHEER PLAN

WL 6SHEER PLANBerdasarkan konvensi lambung timbul (ILLC) tahun 1966,halaman 103 memberikanperaturan sebagai berikut:BuritanHaluanAp1/3 Ap1/6 Ap1/6 Fp1/3 FpFpUntuk Buritan KapalAp=25 (LBP/3 + 10)=916.6666666667mm=0.917m1/3 Ap=11.1 (LBP/3 + 10)=407mm=0.407m1/6 Ap=2.8 (LBP/3 +10)=102.6666666667mm=0.103mUntuk Haluan Kapal1.750.875Fp=50 (LBP/3 + 10)=1833.3333333333mm=1.833m3.54.3751/3 Fp=22,2 (LBP/3 + 10)=814mm=0.814m1/6 Fp=5,6 (LBP/3 + 10)=205.3333333333mm=0.205mPERENCANAAN BURITANDiameter propeller KapalDP=2/3 x T=3.2mDiameter bos propellerDbp=1/6 x DP=0.5333333333mMenghitung jarak antara propeller dan tinggi kemudi1)=0,01 x DP=0.032m2)=0,09 x DP=0.288m3)=0,17 x DP=0.544m4)=0,15 x DP=0.48m5)=0,18 x DP=0.576m6)=0,4 x DP=1.28mPerhitungan kemudi1). Luas daun kemudiA=((T x Lbp/100) + (25 (B /Lbp ))=7.996m2). Tinggi maksimum daun kemudih maks=2/3 x T=3.2m3). Lebar daun kemudi=A / h maks=2.499m4). Perhitungan jarak minimum antara propeller dengan tinggi buritanatau terhadap kemudia=0.1 x DP=0.320mb=0.09 x DP=0.288mc=0.17 x DP=0.544md=0.15 x DP=0.480me=0.18 x DP=0.576mf=0.04 x DP=0.128m5). Ukuran tinggi baling-balingl=50 x Lbp=447.21mmt=2.4 x Lbp=21.466mmb=36 x Lbp=321.99mm

LINES PLANWater line=6l=4LWL=83.2L'=1.6Bwl=13.3L"=No. GdgOrdinatFsHasil Kali IFMHasil Kali IIHasil Kali IIIHasil Kali IVIIIIIIII * III = IVVIV * V = VIV * VI = VIIII3 * III = VIII-0.52.2500.40.900-10.50-9.45099.2254.556-0.252.4701.63.952-10.25-40.508415.20724.11102.7301.43.822-10-38.220382.20028.48513.710414.840-9-133.5601202.040204.25924.65029.300-8-74.400595.200201.08935.450421.800-7-152.6001068.200647.51546.040212.080-6-72.480434.880440.69856.510426.040-5-130.200651.0001103.57866.840213.680-4-54.720218.880640.02777.000428.000-3-84.000252.0001372.00087.000214.000-2-28.00056.000686.00096.650426.600-1-26.60026.6001176.319106.650213.30000.0000.000588.159116.650426.600126.60026.6001176.319126.650213.300226.60053.200588.1595.81226713695.8122671369137.000428.000384.000252.0001372.000146.870213.740454.960219.840648.485156.470425.8805129.400647.0001083.360165.450210.900665.400392.400323.757174.180416.7207117.040819.280292.139182.69025.380843.040344.32038.930191.31045.240947.160424.4408.992200.00010.000100.0000.0000.000S1 =334.074S2 =-250.5388580.51212648.937AWL= 2. k. l. S1=890.864m2a= l. S2/S1=-2.99979mIx= 1/3. 2. k. l. S4=11243.499m4Iy= 2. k. I3. S3=366101.845m4IL= Iy - a2. Awl=358085.189m4Koreksi Water LineAWL Rancangan=839.085Koreksi==5.812%

HASWAR 07:tarik grafik disamping naik atu turun agar gambar stream line/tidak patah & awl terkoreksiMuh. Rusdin:Biasanya ordinat yang sama 1/2 B lebih banyak dari paralel middle Body sekitar penambahan 2 gading di buritan maupun haluan atau entrance dan runjoel:lebar kapal dibagi 2HASWAR 07:usahakan nilai ini sama de ngan milai awl rancangan, lanjutkan tapi jangan lupa kewajiban anda kapada yang menciptakan anda.

LINES PLAN

GADING2Gading-0.5-0.2501234567891011121314151617181920NOFrame 0Frame 01Frame 02Frame 03Frame 04Frame 05Frame 06Frame 07Frame 08Frame 09Frame 10Frame 11Frame 12Frame 13Frame 14Frame 15Frame 16Frame 17Frame 18Frame 19Frame 20WL 64.8-2.250-2.470-2.730-3.710-4.650-5.450-6.040-6.510-6.840-7.000-7.000-6.6506.6506.6506.6507.0006.8706.4705.4504.1802.6901.3100.000WL 540.000-2.030-3.630-4.940-5.790-6.394-6.805-7.000-7.000-6.6506.6506.6506.6507.0006.8406.4005.3704.0602.5601.2000.490WL 43.20.000-1.340-2.950-4.320-5.510-6.270-6.750-7.000-7.000-6.6506.6506.6506.6507.0006.8106.3305.2503.9102.4201.1500.730WL 32.40.000-1.050-2.400-3.730-5.180-6.090-6.690-7.000-7.000-6.6506.6506.6506.6507.0006.7806.2405.1403.7302.2401.0800.745WL 21.60.000-0.840-2.080-3.370-4.740-5.790-6.500-6.945-7.000-6.6506.6506.6506.6506.9706.7186.1205.0003.6002.0800.9800.735WL 10.80.000-0.660-1.840-3.080-4.170-5.210-6.040-6.526-6.744-6.8946.8946.8946.8946.7106.5005.8004.6703.3301.8500.8200.473WL 000.0000.000-1.200-2.340-3.400-4.240-4.820-5.079-5.262-5.0355.0355.0355.0355.2905.0304.5003.5402.3701.0400.1200.000-7-6-5-4-3-2-101234567Gading-0.5-0.250123456789101112131415161718192020.3NOFrame 00Frame 01Frame 02Frame 03Frame 04Frame 05Frame 06Frame 07Frame 08Frame 09Frame 10Frame 11Frame 12Frame 13Frame 14Frame 15Frame 16Frame 17Frame 18Frame 19Frame 20Frame cWL 00.0000.0001.2002.3403.4004.2404.8205.0795.2625.0355.0355.0355.0355.2905.0304.5003.5402.3701.0400.1200.0000.000WL 10.8000.6601.8403.0804.1705.2106.0406.5266.7446.8946.8946.8946.8946.7106.5005.8004.6703.3301.8500.8200.4730.250WL 21.6000.8402.0803.3704.7405.7906.5006.9457.0006.6506.6506.6506.6506.9706.7186.1205.0003.6002.0800.9800.7350.484WL 32.4001.0502.4003.7305.1806.0906.6907.0007.0006.6506.6506.6506.6507.0006.7806.2405.1403.7302.2401.0800.7450.580WL 43.2001.3402.9504.3205.5106.2706.7507.0007.0006.6506.6506.6506.6507.0006.8106.3305.2503.9102.4201.1500.7300.460WL 54.0002.0303.6304.9405.7906.3946.8057.0007.0006.6506.6506.6506.6507.0006.8406.4005.3704.0602.5601.2000.4900.257WL 64.8002.2502.4702.7303.7104.6505.4506.0406.5106.8407.0007.0006.6506.6506.6506.6507.0006.8706.4705.4504.1802.6901.3100.0000.000Luas2.44712.28325.27537.42448.26756.34562.02765.10665.72763.49963.49963.49963.49965.63763.69958.46948.11235.22720.9769.6485.2063.3261.293740.6775594018-0.16839487347.375045351%

GADING2

SAC (2)

LEBAR KAPALSARATGADING - GADING

Sheet1

4.8TABEL PERHITUNGAN GADING - GADINGGADINGSARATORDINATFSHASIL KALIA0SAC=2.4467m2IIIIIIIVIII*IV = VA0GD=2/3 x T/12 x 050.02110.021=2.447m25.51.60646.424Koreksi=[(A0GD-A0sac )/A0GD] x 100%62.73012.730=9.175=%GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V100.00010.000A1SAC=12.2827m210.66042.640A1GD=2/3 x T/6 x 20.84021.680=12.283m231.05044.200Koreksi=[(A1GD-A1sac )/A1GD] x 100%41.34022.68052.03048.120=%63.71013.710=23.03GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V201.20011.200A2SAC=25.2747m211.84047.360A2GD=2/3 x T/6 x 22.08024.160=25.275m232.40049.600Koreksi=[(A2GD-A2sac )/A2GD] x 100%42.95025.90053.630414.520=0.000%64.65014.650S1 =47.39GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V302.34012.340A3SAC=37.4240m213.080412.320A3GD=2/3 x T/6 x 23.37026.740=37.424m233.730414.920Koreksi=[(A3GD-A3sac )/A3GD] x 100%44.32028.64054.940419.760=0.000%65.45015.450S1 =70.17GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V403.40013.400A4SAC=48.2667m214.170416.680A4GD=2/3 x T/6 x 24.74029.480=48.267m235.180420.720Koreksi=[(A4GD-A4sac )/A4GD] x 100%45.510211.02055.790423.160=0.000%66.04016.040=90.5GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V504.24014.240A5SAC=56.3445m215.210420.840A5GD=2/3 x T/6 x 25.790211.580=56.345m236.090424.360Koreksi=[(A5GD-A5sac )/A5GD] x 100%46.270212.54056.394425.576=0.000%66.51016.510=105.646GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V604.82014.820A6SAC=62.0267m216.040424.160A6GD=2/3 x T/6 x 26.500213.000=62.027m236.690426.760Koreksi=[(A6GD-A6sac )/A6GD] x 100%46.750213.50056.805427.220=0.000%66.84016.840=116.3GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V705.07915.079A7SAC=65.1056m216.526426.104A7GD=2/3 x T/6 x 26.945213.890=65.106m237.000428.000Koreksi=[(A7GD-A7sac )/A7GD] x 100%47.000214.00057.000428.000=0.000%67.00017.000=122.073GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V805.26215.262A8SAC=65.7269m216.744426.976A8GD=2/3 x T/6 x 27.000214.000=65.727m237.000428.000Koreksi=[(A8GD-A8sac )/A8GD] x 100%47.000214.00057.000428.000=0.000%67.00017.000=123.238GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V905.03515.035A9SAC=63.4994m216.894427.576A9GD=2/3 x T/6 x 26.650213.300=63.499m236.650426.600Koreksi=[(A9GD-A9sac )/A9GD] x 100%46.650213.30056.650426.600=0.000%66.65016.650=119.0612952434GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1005.03515.035A10SAC=63.49916.894427.576A10GD=2/3 x T/6 x 26.650213.300=63.499m236.650426.600Koreksi=[(A10GD-A10sac )/A10GD] x 100%46.650213.30056.650426.600=0.000%66.65016.650=119.0612952434GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1105.03515.035A11SAC=63.499m216.894427.576A11GD=2/3 x T/6 x 26.650213.300=63.499m236.650426.600Koreksi=[(A11GD-A11sac )/A11GD] x 100%46.650213.30056.650426.600=0.000%66.65016.650=119.0612952434GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1205.03515.035A12SAC=63.4994m216.894427.576A12GD=2/3 x T/6 x 26.650213.300=63.499m236.650426.600Koreksi=[(A12GD-A12sac )/A12GD] x 100%46.650213.30056.650426.600=0.000%66.65016.650=119.0612952434GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1305.29015.290A13SAC=65.6373m216.710426.840A13GD=2/3 x T/6 x 26.970213.940=65.637m237.000428.000Koreksi=[(A13GD-A13sac )/A13GD] x 100%47.000214.00057.000428.000=0.000%67.00017.000=123.07GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1405.03015.030A14SAC=63.6992m216.500426.000A14GD=2/3 x T/6 x 26.718213.436=63.699m236.780427.120Koreksi=[(A14GD-A14sac )/A14GD] x 100%46.810213.62056.840427.360=0.000%66.87016.870=119.436GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1504.50014.500A15SAC=58.4693m215.800423.200A15GD=2/3 x T/6 x 26.120212.240=58.469m236.240424.960Koreksi=[(A15GD-A15sac )/A15GD] x 100%46.330212.66056.400425.600=0.000%66.47016.470=109.63GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1603.54013.540A16SAC=48.1120m214.670418.680A16GD=2/3 x T/6 x 25.000210.000=48.112m235.140420.560Koreksi=[(A16GD-A16sac )/A16GD] x 100%45.250210.50055.370421.480=0.000%65.45015.450=90.21GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1702.37012.370A17SAC=35.2267m213.330413.320A17GD=2/3 x T/6 x 23.60027.200=35.227m233.730414.920Koreksi=[(A17GD-A17sac )/A17GD] x 100%43.91027.82054.060416.240=0.000%64.18014.180S1 =66.05GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1801.04011.040A18SAC=20.9760m211.85047.400A18GD=2/3 x T/6 x 22.08024.160=20.976m232.24048.960Koreksi=[(A18GD-A18sac )/A18GD] x 100%42.42024.84052.560410.240=0.000%62.69012.690S1 =39.33GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1900.12010.120A19SAC=9.6480m210.82043.280A19GD=2/3 x T/6 x 20.98021.960=9.648m231.08044.320Koreksi=[(A19GD-A19sac )/A19GD] x 100%41.15022.30051.20044.800=0.000%61.31011.310=18.090GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V2000.00010.000A20SAC=5.2063m210.47341.892A20GD=2/3 x T/6 x 20.73521.470=5.206m230.74542.979Koreksi=[(A20GD-A20sac )/A20GD] x 100%40.73021.46050.49041.960=0.000%60.00010.000=9.7618GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = Vc00.00010.000A20SAC=3.3259m210.25041.000A20GD=2/3 x T/6 x 20.48420.968=3.326m230.58042.320Koreksi=[(A20GD-A20sac )/A20GD] x 100%40.46020.92050.25741.028=0.000%60.00010.000=6.236

I=4I"=1.2I'=1.6StationSA/MALuas Section (SA) (m2)MSSA . MSFaktor Momen (FM)SA.MS.FM(1)(2)(3)(4)(5)(6)(7)= (3).(4)= (5).(6)-0.50.0000.0000.4000.000-10.5000.000-0.250.0060.3841.6000.615-10.250-6.29900.0382.4471.4003.425-10.000-34.25310.18012.2834.00049.131-9.000-442.17620.36425.2752.00050.549-8.000-404.39530.54937.4244.000149.696-7.000-1047.87240.73948.2672.00096.533-6.000-579.20050.86656.3454.000225.378-5.000-1126.89160.93362.0272.000124.053-4.000-496.2137.37570.97265.1064.000260.422-3.000-781.26780.99065.7272.000131.454-2.000-262.90891.00063.4994.000253.997-1.000-253.997101.00063.4992.000126.9990.0000.000111.00063.4994.000253.9971.000253.997121.00063.4992.000126.9992.000253.997130.99065.6374.000262.5493.000787.6481.29140.96363.6992.000127.3984.000509.594150.89558.4694.000233.8775.0001169.387160.73648.1122.00096.2246.000577.344170.54335.2274.000140.9077.000986.347180.32820.9762.00041.9528.000335.616190.1389.6484.00038.5929.000347.328200.0805.2061.3006.7688.94260.52420.30.0533.3261.2003.9918.91535.58120.60.0000.0000.3000.0000.0000.000S1 =S2 =2805.508-118.1087.3750453515.080Volume (V) =1/3 l S1l =LBP / 20 =4.000m=3740.678m3Displacement 2( D2) =V g c=3862.951tonDisplacement 1( D1) =LWL . B . T . CB . g . C=3597.625tonEvaluasi displacement(D2 - D1) / D1) 100 % =7.375% ;sebesarnya 0,050%LCB=l S2 / S1=-0.168m-0.196m LBP di depan midship

SAC

14.33333333330.28

MBD002204D0.unknown

MBD00683E44.dwg

MBD002D26FC.unknown