UKURAN UTAMAUkuran UtamaLWL=52.00m.LBP=50.00m.B=9.00m.H=4.50m.T=3.00m.KecepatanV=9.50knotAngka Froude (Froude Number)FN=V / (gL)0,5V=kecepatan (m/dt)g=perc. gravitasi (m/dt2)L=LBP (m)=0.22Koefisien BentukCB=1,23 - (0,395 V / L0,5)V=kecepatan (knot)=0.70L=LBP (m)CM=0,93 + ( 0,08 CB )=0.99CW=0,248 + ( 0,778 CB )=0.79CPH=CB/CM=0.71CPV=CB/CW=0.88Displacement (D)D=LWL . B . T . CB . g . cg=berat jenis air=1.025ton/m3 untuk air lautc=faktor kulit kapal=1.0075untuk kapal bajaD=1,013.934ton0.671.340.6480.6920.7000.6500.6500.6000.6920.6480.0420.0480.0500.0500.8400.960404033.60038.400

SACI=2.5I"=0.75I'=1StationSA/MALuas Section (SA) (m2)MSSA . MSFaktor Momen (FM)SA.MS.FM(1)(2)(3)(4)(5)(6)(7)= (3).(4)= (5).(6)-0.80.0000.0000.4000.000-10.8000.000-0.40.0060.1611.6000.258-10.400-2.67900.0370050.9851.4001.379-10.000-13.79110.21712570895.7804.00023.120-9.000-208.08020.41809846711.1302.00022.260-8.000-178.08030.629213775616.7504.00067.000-7.000-469.00040.801261482721.3302.00042.660-6.000-255.96050.903438286824.0504.00096.200-5.000-481.00060.954526688925.4102.00050.820-4.000-203.2800.00270.976690039826.0004.000104.000-3.000-312.00080.99438526.4712.00052.942-2.000-105.8849126.6214.000106.482-1.000-106.48210126.6212.00053.2410.0000.00011126.6214.000106.4821.000106.48212126.6212.00053.2412.000106.482130.99477226.4814.000105.9253.000317.7761.29140.973767541525.9222.00051.8444.000207.378150.901560036824.0004.00096.0005.000480.000160.766701681320.4102.00040.8206.000244.920170.584135773815.5504.00062.2007.000435.400180.387670815810.3202.00020.6408.000165.120190.19458670795.1804.00020.7209.000186.4802000.0001.0000.0008.8050.000S1 =S2 =1178.235-86.1990.00226918440.000Volume (V) =1/3 l S1l =LBP / 20 =2.500m=981.862m3Displacement 2( D2) =V g c=1013.957tonDisplacement 1( D1) =LWL . B . T . CB . g . C=1013.934tonEvaluasi displacement(D2 - D1) / D1) 100 % =0.002% ;sebesarnya 0,050%LCB=l S2 / S1=-0.183m-0.213m 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=52mLbp=50mB=9m0.75T=3mH=4.5mV=9.5knotCb=0.70Cm=0.99Volume=981.8401704502m3Amidship=26.62m2Dari grafik Design of Bulbous Bow diperoleh :Cvpr=0.23Czb=0.44CABL=0.11CABT=0.08CLPR=0.03CBB=0.056VPR=225.82m3ZB=1.32mABL=2.93m2ABT=2.13m2LPR=1.5mBB=0.504mPerhitungan ABL pada Gambar (ABL')WLORDFSHK00.1110.1111.746.822.424.831.54642.2324.4650.240.86010 =22.97ABL'=1/3 x T/6 x =3.8283333333Koreksi =(ABL'-ABL/ABL') x 100 %=23.5109037708%0.05%Perhitungan ABT pada Gambar (ABT')WLORDFSHK001010.47341.89220.735121.470230.50442.01640.7321.4650.490141.96046010 =8.7986ABT' = 2/3 x T/6 x =2.9328666667Koreksi =(ABT'-ABT/ABT') x 100 %=27.3870206465%0.05 %Volume Rancangan=Volume tanpa Bulbous + VPR=1207.6634096537

BULBOUS BOW

RADIUS BILGA

SHEER PLANPerhitungam Radius BilgaB=9m31.3140726934T=3m5.5958978452Cm=0.99R=0.9402918645mGADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1003.559708135513.55970813557.11941627114.451417.8048.90224.529934.5418944.529954.5418964.514.59=79.8637081355A10SAC=26.62A10GD=2/3 x T/6 x =26.6212360452Koreksi=[(A10GD-A10sac )/A10GD] x 100%=0.0026772086

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)=666.6666666667mm=0.667m1.33333333330.74133333331/3 Ap=11.1 (LBP/3 + 10)=296mm=0.296m0.5921/6 Ap=2.8 (LBP/3 +10)=74.6666666667mm=0.075m0.14933333330.4426666667Untuk Haluan Kapal1.750.875Fp=50 (LBP/3 + 10)=1333.3333333333mm=1.333m2.66666666673.54.3751/3 Fp=22,2 (LBP/3 + 10)=592mm=0.592m1.1841/6 Fp=5,6 (LBP/3 + 10)=149.3333333333mm=0.149m0.2986666667PERENCANAAN BURITANDiameter propeller KapalDP=2/3 x T=2mDiameter bos propellerDbp=1/6 x DP=0.3333333333mMenghitung jarak antara propeller dan tinggi kemudi1)=0,01 x DP=0.02m2)=0,09 x DP=0.18m3)=0,17 x DP=0.34m4)=0,15 x DP=0.3m5)=0,18 x DP=0.36m6)=0,4 x DP=0.8mPerhitungan kemudi1). Luas daun kemudiA=((T x Lbp/100) + (25 (B /Lbp ))=6.000m2). Tinggi maksimum daun kemudih maks=2/3 x T=2m3). Lebar daun kemudi=A / h maks=3.000m4). Perhitungan jarak minimum antara propeller dengan tinggi buritanatau terhadap kemudia=0.1 x DP=0.200mb=0.09 x DP=0.180mc=0.17 x DP=0.340md=0.15 x DP=0.300me=0.18 x DP=0.360mf=0.04 x DP=0.080m5). Ukuran tinggi baling-balingl=50 x Lbp=353.55mmt=2.4 x Lbp=16.971mmb=36 x Lbp=254.56mm

LINES PLANWater line=6l=2.5LWL=52L'=1Bwl=9L"=No. GdgOrdinatFsHasil Kali IFMHasil Kali IIHasil Kali IIIHasil Kali IVIIIIIIII * III = IVVIV * V = VIV * VI = VIIII3 * III = VIII-0.81.6500.40.660-10.50-6.93072.7651.797-0.41.9601.63.136-10.25-32.144329.47612.04702.2601.43.164-10-31.640316.40016.16012.750411.000-9-99.000891.00083.18823.18026.360-8-50.880407.04064.31533.530414.120-7-98.840691.880175.94843.83027.660-6-45.960275.760112.36454.120416.480-5-82.400412.000279.73864.32028.640-4-34.560138.240161.24374.440417.760-3-53.280159.840350.11484.48028.960-2-17.92035.840179.83194.500418.000-1-18.00018.000364.500104.50029.00000.0000.000182.250114.500418.000118.00018.000364.500124.50029.000218.00036.000182.2500.03922223730.0392222373134.480417.920353.760161.280359.662144.44028.880435.520142.080175.057154.220416.880584.400422.000300.606163.67027.340644.040264.24098.862172.880411.520780.640564.48095.551181.97023.940831.520252.16015.291191.02044.080936.720330.4804.245200.00010.000100.0000.0000.000S1 =222.500S2 =-168.9545938.9613579.517AWL= 2. k. l. S1=370.833m2a= l. S2/S1=-1.89836mIx= 1/3. 2. k. l. S4=1988.621m4Iy= 2. k. I3. S3=61864.177m4IL= Iy - a2. Awl=60527.779m4Koreksi Water LineAWL Rancangan=370.688Koreksi==0.039%

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-0.8-0.401234567891011121314151617181920NOFrame 0Frame 01Frame 02Frame 03Frame 04Frame 05Frame 06Frame 07Frame 08Frame 09Frame 10Frame 11Frame 12Frame 13Frame 14Frame 15Frame 16Frame 17Frame 18Frame 19Frame 20WL 64.8-1.650-1.960-2.260-2.750-3.180-3.530-3.830-4.120-4.320-4.440-4.480-4.5004.5004.5004.5004.4804.4404.2203.6702.8801.9701.0200.000WL 540.000-1.620-2.480-3.200-3.720-4.118-4.315-4.420-4.479-4.5004.5004.5004.5004.4794.4304.1903.6202.8201.9000.9900.000WL 43.20.000-1.139-2.020-2.990-3.630-4.116-4.310-4.415-4.478-4.5004.5004.5004.5004.4784.4204.1403.5602.7501.8600.9600.000WL 32.40.000-0.840-1.780-2.820-3.574-4.110-4.305-4.410-4.477-4.5004.5004.5004.5004.4774.4104.0703.4802.6701.8160.9400.000WL 21.60.000-0.600-1.550-2.650-3.490-4.050-4.295-4.380-4.476-4.5004.5004.5004.5004.4764.4004.0103.3802.5901.7400.9000.000WL 10.80.000-0.320-1.285-2.370-3.260-3.880-4.200-4.280-4.410-4.4514.4514.4514.4514.4104.2103.8203.1802.3501.5200.7700.000WL 000.0000.000-0.880-1.880-2.740-3.260-3.430-3.530-3.555-3.5603.5603.5603.5603.5553.4873.1702.5601.7400.8500.0000.000-7-6-5-4-3-2-101234567Gading-0.8-0.401234567891011121314151617181920NOFrame 00Frame 01Frame 02Frame 03Frame 04Frame 05Frame 06Frame 07Frame 08Frame 09Frame 10Frame 11Frame 12Frame 13Frame 14Frame 15Frame 16Frame 17Frame 18Frame 19Frame 20WL 00.0000.0000.8801.8802.7403.2603.4303.5303.5553.5603.5603.5603.5603.5553.4873.1702.5601.7400.8500.0000.000WL 10.8000.3201.2852.3703.2603.8804.2004.2804.4104.4514.4514.4514.4514.4104.2103.8203.1802.3501.5200.7700.000WL 21.6000.6001.5502.6503.4904.0504.2954.3804.4764.5004.5004.5004.5004.4764.4004.0103.3802.5901.7400.9000.000WL 32.4000.8401.7802.8203.5744.1104.3054.4104.4774.5004.5004.5004.5004.4774.4104.0703.4802.6701.8160.9400.000WL 43.2001.1392.0202.9903.6304.1164.3104.4154.4784.5004.5004.5004.5004.4784.4204.1403.5602.7501.8600.9600.000WL 54.0001.6202.4803.2003.7204.1184.3154.4204.4794.5004.5004.5004.5004.4794.4304.1903.6202.8201.9000.9900.000WL 64.8001.6501.9602.2602.7503.1803.5303.8304.1204.3204.4404.4804.5004.5004.5004.5004.4804.4404.2203.6702.8801.9701.0200.000Luas0.9855.78311.12716.75021.00924.04825.41326.00026.46926.62126.62126.62126.62126.46925.92224.00320.41015.55310.3215.1800.0000.0461148259-0.02995805870-0.015295275-0.00831669990.01311647430-0.00774151120.00267720860.00267720860.00267720860.0026772086-0.04666305160.0005083190.013886960100.02143163310.01291822760981.63497711841.29-0.18316336-0.0208988528%-0.0208988528

GADING2

SAC (2)

LEBAR KAPALSARATGADING - GADING

Skala 1 ; 50

Perencanaan Buritan

3TABEL PERHITUNGAN GADING - GADINGGADINGSARATORDINATFSHASIL KALIA0SAC=0.9851m2IIIIIIIVIII*IV = VA0GD=2/3 x T/12 x 050.02110.0210.042=0.985m25.50.90743.6301.8148Koreksi=[(A0GD-A0sac )/A0GD] x 100%62.26012.2604.52=5.9106=0.001%GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V100.00010.000A1SAC=5.7800m210.32041.280A1GD=2/3 x T/6 x 20.60021.200=5.783m230.84043.360Koreksi=[(A1GD-A1sac )/A1GD] x 100%41.13922.27851.62046.480=0.046%62.75012.750=17.348GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V200.88010.880A2SAC=11.1300m211.28545.140A2GD=2/3 x T/6 x 21.55023.100=11.127m231.78047.120Koreksi=[(A2GD-A2sac )/A2GD] x 100%42.02024.04052.48049.920=-0.030%63.18013.180S1 =33.38GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V301.88011.880A3SAC=16.7500m212.37049.480A3GD=2/3 x T/6 x 22.65025.300=16.750m232.820411.280Koreksi=[(A3GD-A3sac )/A3GD] x 100%42.99025.98053.200412.800=0.000%63.53013.530S1 =50.25GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V402.74012.740A4SAC=21.3300m213.260413.040A4GD=2/3 x T/6 x 23.49026.980=21.009m233.574414.296Koreksi=[(A4GD-A4sac )/A4GD] x 100%43.63027.26053.720414.880=-0.015%63.83013.830=63.026GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V503.26013.260A5SAC=24.0500m213.880415.520A5GD=2/3 x T/6 x 24.05028.100=24.048m234.110416.440Koreksi=[(A5GD-A5sac )/A5GD] x 100%44.11628.23254.118416.472=-0.008%64.12014.120=72.144GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V603.43013.430A6SAC=25.4100m214.200416.800A6GD=2/3 x T/6 x 24.29528.590=25.413m234.305417.220Koreksi=[(A6GD-A6sac )/A6GD] x 100%44.31028.62054.315417.260=0.013%64.32014.320=76.24GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V703.53013.530A7SAC=26.0000m214.280417.120A7GD=2/3 x T/6 x 24.38028.760=26.000m234.410417.640Koreksi=[(A7GD-A7sac )/A7GD] x 100%44.41528.83054.420417.680=0.000%64.44014.440=78GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V803.55513.555A8SAC=26.4710m214.410417.640A8GD=2/3 x T/6 x 24.47628.952=26.469m234.477417.908Koreksi=[(A8GD-A8sac )/A8GD] x 100%44.47828.95654.479417.916=-0.008%64.48014.480=79.407GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V903.56013.560A9SAC=26.6205m214.451417.804A9GD=2/3 x T/6 x 24.50029.000=26.621m234.500418.000Koreksi=[(A9GD-A9sac )/A9GD] x 100%44.50029.00054.500418.000=0.003%64.50014.500=79.8637081355GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1003.56013.560A10SAC=26.62114.451417.804A10GD=2/3 x T/6 x 24.50029.000=26.621m234.500418.000Koreksi=[(A10GD-A10sac )/A10GD] x 100%44.50029.00054.500418.000=0.003%64.50014.500=79.8637081355GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1103.56013.560A11SAC=26.621m214.451417.804A11GD=2/3 x T/6 x 24.50029.000=26.621m234.500418.000Koreksi=[(A11GD-A11sac )/A11GD] x 100%44.50029.00054.500418.000=0.003%64.50014.500=79.8637081355GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1203.56013.560A12SAC=26.6205m214.451417.804A12GD=2/3 x T/6 x 24.50029.000=26.621m234.500418.000Koreksi=[(A12GD-A12sac )/A12GD] x 100%44.50029.00054.500418.000=0.003%64.50014.500=79.8637081355GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1303.55513.555A13SAC=26.4814m214.410417.640A13GD=2/3 x T/6 x 24.47628.952=26.469m234.477417.908Koreksi=[(A13GD-A13sac )/A13GD] x 100%44.47828.95654.479417.916=-0.047%64.48014.480=79.407GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1403.48713.487A14SAC=25.9222m214.210416.840A14GD=2/3 x T/6 x 24.40028.800=25.922m234.410417.640Koreksi=[(A14GD-A14sac )/A14GD] x 100%44.42028.84054.430417.720=0.001%64.44014.440=77.767GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1503.17013.170A15SAC=24.0000m213.820415.280A15GD=2/3 x T/6 x 24.01028.020=24.003m234.070416.280Koreksi=[(A15GD-A15sac )/A15GD] x 100%44.14028.28054.190416.760=0.014%64.22014.220=72.01GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1602.56012.560A16SAC=20.4100m213.180412.720A16GD=2/3 x T/6 x 23.38026.760=20.410m233.480413.920Koreksi=[(A16GD-A16sac )/A16GD] x 100%43.56027.12053.620414.480=0.000%63.67013.670=61.23GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1701.74011.740A17SAC=15.5500m212.35049.400A17GD=2/3 x T/6 x 22.59025.180=15.553m232.670410.680Koreksi=[(A17GD-A17sac )/A17GD] x 100%42.75025.50052.820411.280=0.021%62.88012.880S1 =46.66GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1800.85010.850A18SAC=10.3200m211.52046.080A18GD=2/3 x T/6 x 21.74023.480=10.321m231.81647.264Koreksi=[(A18GD-A18sac )/A18GD] x 100%41.86023.72051.90047.600=0.013%61.97011.970S1 =30.964GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V1900.00010.000A19SAC=5.1800m210.77043.080A19GD=2/3 x T/6 x 20.90021.800=5.180m230.94043.760Koreksi=[(A19GD-A19sac )/A19GD] x 100%40.96021.92050.99043.960=0.000%61.02011.020=15.540GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = V2000.00010.000A20SAC=0.0000m210.00040.000A20GD=2/3 x T/6 x 20.00020.000=0.000m230.00040.000Koreksi=[(A20GD-A20sac )/A20GD] x 100%40.00020.00050.00040.000=0.000%60.00010.000=0GADINGSARATORDINATFSHASIL KALIIIIIIIIVIII*IV = Vc00.00010.000A20SAC=0.0000m210.00040.000A20GD=2/3 x T/6 x 20.00020.000=0.000m230.00040.000Koreksi=[(A20GD-A20sac )/A20GD] x 100%40.00020.00050.00040.000=0.000%60.00010.000=0

I=2.5I"=0.75I'=1StationLuas Section (SA) (m2)MSSA . MSFaktor Momen (FM)SA.MS.FM(1)(3)(4)(5)(6)(7)= (3).(4)= (5).(6)-0.80.0000.4000.000-10.8000.000-0.40.4001.6000.640-10.400-6.65600.9851.4001.379-10.000-13.79115.7834.00023.131-9.000-208.1760.217211.1272.00022.253-8.000-178.027316.7504.00067.000-7.000-469.000421.0092.00042.017-6.000-252.104524.0484.00096.192-5.000-480.960625.4132.00050.827-4.000-203.307-0.021726.0004.000104.000-3.000-312.000826.4692.00052.938-2.000-105.876926.6214.000106.485-1.000-106.4851026.6212.00053.2420.0000.0001126.6214.000106.4851.000106.4851226.6212.00053.2422.000106.4851326.4694.000105.8763.000317.6281425.9222.00051.8454.000207.3791524.0034.00096.0135.000480.0671620.4102.00040.8206.000244.9201715.5534.00062.2137.000435.4931810.3212.00020.6438.000165.141195.1804.00020.7209.000186.480200.0001.0000.0009.0000.000S1 =S2 =1177.962-86.304-0.02089885280.000Volume (V) =1/3 l S1l =LBP / 20 =2.500m=981.635m3Displacement 2( D2) =V g c=1013.722tonDisplacement 1( D1) =LWL . B . T . CB . g . C=1013.934tonEvaluasi displacement(D2 - D1) / D1) 100 % =-0.021% ;sebesarnya 0,050%LCB=l S2 / S1=-0.183m-0.213m LBP di depan midship

SAC

Gading-0.8-0.401234567891011121314151617181920NOFrame 00Frame 01Frame 02Frame 03Frame 04Frame 05Frame 06Frame 07Frame 08Frame 09Frame 10Frame 11Frame 12Frame 13Frame 14Frame 15Frame 16Frame 17Frame 18Frame 19Frame 20WL 00.0000.0000.8801.8802.7403.2603.4303.5303.5553.5603.5603.5603.5603.5553.4873.1702.5601.7400.8500.0000.000WL 10.8000.3201.2852.3703.2603.8804.2004.2804.4104.4514.4514.4514.4514.4104.2103.8203.1802.3501.5200.7700.000WL 21.6000.6001.5502.6503.4904.0504.2954.3804.4764.5004.5004.5004.5004.4764.4004.0103.3802.5901.7400.9000.000WL 32.4000.8401.7802.8203.5744.1104.3054.4104.4774.5004.5004.5004.5004.4774.4104.0703.4802.6701.8160.9400.000WL 43.2001.1392.0202.9903.6304.1164.3104.4154.4784.5004.5004.5004.5004.4784.4204.1403.5602.7501.8600.9600.000WL 54.0001.6202.4803.2003.7204.1184.3154.4204.4794.5004.5004.5004.5004.4794.4304.1903.6202.8201.9000.9900.000WL 64.8001.6501.9602.2602.7503.1803.5303.8304.1204.3204.4404.4804.5004.5004.5004.5004.4804.4404.2203.6702.8801.9701.0200.000Luas0.9855.78311.12716.75021.00924.04825.41326.00026.46926.62126.62126.62126.62126.46925.92224.00320.41015.55310.3215.1800.000Gading-0.8-0.401234567891011121314151617181920NOFrame 00Frame 01Frame 02Frame 03Frame 04Frame 05Frame 06Frame 07Frame 08Frame 09Frame 10Frame 11Frame 12Frame 13Frame 14Frame 15Frame 16Frame 17Frame 18Frame 19Frame 20WL 0000001.763.765.486.526.867.067.117.1194162717.1194162717.1194162717.1194162717.116.9746.345.123.481.700WL 11.60000.642.574.746.527.768.48.568.828.9028.9028.9028.9028.828.427.646.364.73.041.540WL 23.20001.23.15.36.988.18.598.768.95299998.9528.88.026.765.183.481.80WL 34.80001.683.565.647.1488.228.618.828.95499998.9548.828.146.965.343.6321.880WL 46.40002.2784.045.987.268.2328.628.838.95699998.9568.848.287.125.53.721.920WL 580003.244.966.47.448.2368.638.848.95899998.9588.868.387.245.643.81.980WL 69.63.33.924.525.56.367.067.668.248.648.888.9699998.968.888.447.345.763.942.040Luas0001.970211.565333333322.253333333333.542.017333333348.09650.82666666675252.93853.242472090353.242472090353.242472090353.242472090352.93851.844666666748.006666666740.8231.106666666720.642666666710.360

DATA KAPALPENGHITUNGAN UKURAN DAUN KEMUDILbp =50.00mLwl =52mPenghitungan daun kemudi menurut BKI 2001 Vol II (hal 14 sec. 14-1. A.3)B =9.00m8.333T =3.00mH =4.50mV =9.50knotCb =0.70A =Luas daun Kemudi dalam m persegiCm =0.990L =Panjang Kapal=50.00Cw=0.79T =Sarat Kapal=3.00Volume =Lwl x B x T x Cb =982.800m3C1 =Faktor untuk type Kapal=1Amidship=B x T x Cm =26.730m2C2 =Faktor untuk type Kemudi=1C3 =Faktor untuk Profil Kemudi=0.8DISPLACEMENTC4 =Faktor untuk rancangan type kemudi propeller=1 = V x x c = berat jenis air laut =1.025ton/m3Jadi :c = Faktor kulit =1.0075 =1014.925275A==2.1A.1 Ukuran Daun KemudiA= hxbDimana:h=Tinggi daun kemudib=Lebar Daun kemudiMenurut ketentuan perlengkapan kapal ITS halamn 53, harga perbandingan h/b= 0,8-3Diambil 2 jadi " 2= h/b" > h = 2 x bJadi:b=1.0246950766mh=2.0493901532 Luas bagian yang di balansir di anjurkan 23% -100% kita gunakan 32%a. Luas Daun Kemudi (A)=2.1b. Lebar daun kemudi (b)=1.0246950766c. Tinggi dau kemudi (h)=2.0493901532d. Luas Bagian balansir (A')=0.672e. Lebar bagian balansir (b')=0.3279024245B.STERN CLEARENCEUkuran diammetr propeller ideal adalah 0,6 - 0,7 T, Kita gunakan 0,6D Propeller =0,6 x TJarak Dasar ke Tengah Poros=0,33 T1.83.6=0.991.98R Propeller =0,5 x D propellerPoros Propeller=0,12 T0.91.8=0.360.72Diameter boss Propeller =1/6 x DJarak Sumbu Poros ke Ujung Poros=0,35 T0.30.60.3=1.052.1Menurut Konstruksi Lambung BKI, untuk kapal baling-baling tunggal jarak minimal antara baling-balingdengan linggi buritan menurut atura konstruksi BKI 2001 Vol II sec 13-1 adalah:a. 0,1 x D=0.180.36b. 0,09 x D=0.1620.324c. 0,17 x D=0.3060.612Jarak Dasar ke Tengah Poros=0,33 T=5.423d. 0,15 x D=0.270.54Poros Propeller=0,12 Te. 0,18 x D=0.3240.648=1.9720.986f. 0,04 x D=0.0720.144Jarak Sumbu Poros ke Ujung Poros=0,35 T=2.91666666670.108

MBD002681D4.unknown

MBD002D26FC.unknown

MBD00683E44.dwg

MBD002681D5.unknown

MBD002681D2.unknown

MBD002681D3.unknown

MBD002204D0.unknown

MBD002674BA.unknown