hidroawalaris4
DESCRIPTION
ship motionTRANSCRIPT
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Ukuran Utama Panjang kapal
77.39 m 3.873.87
79.32 m 6.45 Lebar Kapal 1.61
12.90 m 0.9433 Sarat Kapal
5.66 m 22.64 3.773333tinggi Kapal
7.64 m 30.56Koefisien Bentuk
LBP =LWL = LBPr x 1,025LWL =
B =
T =
H =
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Koefisien Blok
Cb = 0.71
Koefisien Midship
Series 60Cm = 0.98
Koefisien Waterline
Series 60Cw = 0.82
Koefisien Prismatik Horizontal
Cph = 0.720
Koefisien Prismatik Vertikal
Cpv = 0.870
Volume Tanapa Bulbous BowV = Lwl x B x T x Cb = 4112.19Desain Bulbous
Lbp = 77.39 m 3.87Lwl = 79.32 mB = 12.90 mT = 5.7 m 4112.19H = 7.64 mV = 13 knotCb = 0.71Cm = 0.98Volume = Lwl x B x T x Cb = 4112.19Amidship= B x T x Cm = 71.55
1.025c = Faktor kulit = 1.0075
4246.61
Berdasarkan buku Element of Ship Design Cb General Cargo:
Berdasarkan buku Ship Design And Ship Theory Cm General Cargo :
Berdasarkan buku Ship Design And Ship Theory Cw General Cargo :
m3
m3
m2
= V x x c = berat jenis air laut = ton/m3
=
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0.472
Height offset Body Plan) 4.72 3.77 2.83 1.89 0.94
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0.47167 0.23583
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Hidrostatika kapal
Syarifuddin YaminD31106019
LINES PLAN SHEET : REV. : LOA = m. = 0.71
DESIGN BY
LWL = 79.32 m. = 0.98 DATE LBP = 77.39 m. = 0.82 SIGN B = 12.90 m. = 0.87
CHECK BY
H = 7.64 m. = 0.86 DATE T = 5.66 m. = 4.72 SIGN
= 3.77 APP.
BY BHP = - HP DATE V = 13 Knot SIGN
DWL Design
LWL = 79.325 m. BWL = 12.900 m. l = 3.870 m.
= 0.967 m.
WATER PLANE 6; ( T = 6,2 m ) = 1.935 = 1.935 m.
NO. SECT 0,5 B
MS 0,5B.MS FM SMA( m )
(1) (2) (3)(4) =
(5)(6) = (7) = (8) =
(2).(3) (4).(5)-0.50 3.160 0.25 0.790 -10.553 -8.337 7.889 87.979-0.25 3.356 1 3.356 -10.303 -34.577 37.798 356.2450.053 3.607 0.75 2.705 -10.000 -27.053 35.197 270.525
0.5 3.922 2 7.844 -9.553 -74.934 120.657 715.8421.053 4.283 1 4.283 -9.000 -38.547 78.568 346.9231.527 4.589 2 9.178 -8.526 -78.252 193.279 667.1732.053 4.895 2 7.343 -8.000 -58.740 175.934 469.9203.053 5.405 4 21.620 -7.000 -151.340 631.607 1059.3804.053 5.897 2 11.794 -6.000 -70.764 410.132 424.5845.053 6.249 4 24.996 -5.000 -124.980 976.094 624.9006.053 6.425 2 12.850 -4.000 -51.400 530.456 205.6007.053 6.450 4 25.800 -3.000 -77.400 1073.345 232.2008.053 6.450 2 12.900 -2.000 -25.800 536.672 51.6009.053 6.450 4 25.800 -1.000 -25.800 1073.345 25.800
10.053 6.450 2 12.900 0.000 0.000 536.672 0.00011.053 6.450 4 25.800 1.000 25.800 1073.345 25.80012.053 6.450 2 12.900 2.000 25.800 536.672 51.60013.053 6.450 4 25.800 3.000 77.400 1073.345 232.20014.053 6.400 2 12.800 4.000 51.200 524.288 204.80015.053 6.036 4 24.144 5.000 120.720 879.645 603.60016.053 5.322 2 10.644 6.000 63.864 301.477 383.18417.053 4.283 4 17.132 7.000 119.924 314.271 839.46818.053 2.995 1.50 4.493 8.000 35.940 40.298 287.52018.533 2.216 2 4.432 8.480 37.583 21.764 318.70719.053 1.483 1 1.483 9.000 13.347 3.262 120.123
19.5 0.800 2 1.600 9.447 15.115 1.024 142.79320.053 0.000 0.50 0.000 10.000 0.000 0.000 0.000
325.386 -261.229 11187.033 8748.467 AWL = = 839.388 LCF = = -3.107 m. IT = = 9619.605 Iy = = 337913.273 IL = = 329812.676 CW = AWL / (LWL . BWL) = 0.820
Koreksi Water Line = 839.097
Koreksi =
= 0.035 %
CBCMCWCPLCPVCPFCPA
la'la"lf
(0,5B)3 .MS 0,5B.MS.FM2
(2)3.(3) (2).(3).(5)2
1 = 2 = 3 = 4 =
2/3 . l . 1 m2
l . 2 / 12.!/3.(1/3).l.3 m4
2.!/3.l3.4 m4
Iy - (AWL . LCF2) m4
AWL Rancangan
-2.00 -1.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.000.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
(AWLAWLrancangan )AWL
x100
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Hidrostatika kapal
Syarifuddin YaminD31106019
Perhitungan Radius Bilga
B = 12.90 mT = 5.66 mCm = 0.98R = 1.845 m
l = 0.47167 m l' = 0.23583 m
GADING SARAT ORDINAT FS HASIL KALII II III IV III*IV = V
10
0 4.605 0.5 2.3030.18 5.580 2 11.1600.36 5.890 1 5.8900.66 6.120 2 12.2401.07 6.270 1.5 9.4051.5 6.350 4 25.4002 6.410 2 12.820
2.5 6.450 4 25.8003 6.450 2 12.900
3.5 6.450 4 25.8004 6.450 2 12.900
4.5 6.450 4 25.8005 6.450 2 12.900
5.5 6.450 4 25.8006 6.450 1 6.450
= 227.567729715
= 71.554== 71.557
Koreksi == 0.005 %
A10SACA10GD 2/3 x T/12 x
[(A10GD-A10sac )/A10GD] x 100%
4.500 5.000 5.500 6.000 6.500 7.0000
1
2
3
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5
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7
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Data Kapal Rancangan Lbp = 77.39 m 12.898
B = 12.90 mT = 5.66 mH = 7.64 m
Cb = 0.71Cm = 0.98Cw = 0.82
Cpv = 0.87Cph = 0.72
Fb = 1.98 mFn = 0.24
Displ. = 4246.61 TonVol. = 4112.19Dwt = 3750 Ton
Vs = 13 knotLwl= 79.32 m
Berdasarkan konvensi lambung timbul (ILLC) tahun 1966,halaman 103 memberikan peraturan sebagai berikut:
Buritan Haluan
Ap 1/3 Ap 1/6 Ap 1/6 Fp 1/3 Fp Fp
SHEER PLAN
Untuk Buritan KapalAp = 25 (LBP/3 + 10) = 894.917 mm = 0.895 m 3.5796671/3 Ap = 11.1 (LBP/3 + 10) = 397.343 mm = 0.397 m 1.5893721/6 Ap = 2.8 (LBP/3 +10) = 100.2307 mm = 0.100 m 0.400923
Untuk Haluan KapalFp = 50 (LBP/3 + 10) = 1789.833 mm = 1.790 m 7.1593331/3 Fp = 22.2 (LBP/3 + 10) = 794.686 mm = 0.795 m 3.1787441/6 Fp = 5.6 (LBP/3 + 10) = 200.4613 mm = 0.200 m 0.801845
RADIUS BILGA
R = (B*T*(1-Cm)/0.4292)^0.5R = 1.845
PERENCANAAN BURITAN
# Diameter propeller KapalDP= 2/3 x T
= 2/3 x 5.45
m3
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= 3.77 m
# Diameter bos propellerDbp= 1/6 x DP
= 1/6 x 3.63= 0.63 m
# Menghitung jarak antara propeller dan tinggi kemudi1). = 0.01 x DP
= 0.038 m2). = 0.09 x DP
= 0.340 m3). = 0.17 x DP
= 0.641 m4). = 0.15 x DP
= 0.566 m5). = 0.18 x DP
= 0.6792 m6). = 0.4 x DP
= 1.509 m
# Perhitungan kemudi
1). Luas daun kemudiA = ( (T x Lbp/100) + (25 (B /Lbp ) )
= 8.547 m
2). Tinggi maksimum daun kemudih maks = 2/3 x T
= 3.773 m
3). Lebar daun kemudi= A / h maks= 2.265 m
4). Perhitungan jarak minimum antara propeller dengan tinggi buritan atau terhadap kemudi
a = 0.1 x DP= 0.377 m
b = 0.09 x DP= 0.340 m
c = 0.17 x DP= 0.641 m
d = 0.15 x DP= 0.566 m
e = 0.18 x DP= 0.679 m
f = 0.04 x DP= 0.151 m
5). Ukuran tinggi baling-baling
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l = 50 x Lbp = 439.86 mm
t = 2.4 x Lbp= 21.113 mm
b = 36 x Lbp= 316.70 mm
1.820.91
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12.89833
19.6810.7808
7.5528
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Gading -0.5 -0.25 0 0.5 1 1.5 2NO Frame 0 Frame 0.5 Frame 01 Frame 1.5 Frame 02
WL 0 0.0 0.000 0.360 0.780Wl 0.25 0.24 0.550 1.110 1.720Wl 0.5 0.47 1.010 1.630 2.257
Wl 0.75 0.71 1.289 1.961 2.640WL 1 0.94 1.463 2.190 2.910Wl 1.5 1.4 1.568 2.350 3.173WL 2 1.9 1.624 2.470 3.357Wl 2.5 2.4 1.674 2.580 3.500WL 3 2.8 1.750 2.700 3.610
WL 3.5 3.3 1.890 2.826 3.740WL 4 3.8 2.083 3.050 3.940Wl 4.5 4.2 2.541 3.526 4.290WL 5 4.7 2.53 3.322 3.987 4.568
WL 5.5 5.19 2.972 3.51 4.010 4.390 4.800WL 6 5.66 3.16 3.356 3.61 3.92 4.28 4.59 4.90Luas 0.00 0.70 4.68982 8.077871 22.83786 31.15287 39.22227
2.20 5.8676 10.30 16.0276 23.20
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Gading -0.5 -0.25 0 0.5 1 1.5 2NO Frame 0 Frame 0.5 Frame 01 Frame 1.5 Frame 02
WL 6 6.2 -3.16 -3.356 -3.61 -4.28 4.770 5.220 5.690WL 5.5 5.7 -2.97 -4.01 4.010 4.620 5.174WL 5 5.2 s 3.420 4.120 4.800Wl 4.5 4.7 -10.30 2.990 3.813 4.533WL 4 4.1 0.00 2.740 3.600 4.342
-2.00 3.00 8.00 13.00 18.000
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WL 3.5 3.6 0.00 2.560 3.440 4.186WL 3 3.1 0.00 2.4 3.3 4.056Wl 2.5 2.6 0.00 2.25 3.17 3.935WL 2 2.1 0.00 2.07 3 3.77Wl 1.5 1.55 0.00 1.84 2.75 3.554WL 1 1.0 0.00 1.48 2.38 3.216Wl 0.75 0.775 0.00 1.219 2.1 2.947Wl 0.5 0.52 0 0.9 1.75 2.57Wl 0.25 0.26 - 0.510 1.267 2.004WL 0 0.0 - 0.000 0.570 1.310
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3 4 5 6 7 8 9 10 11 12Frame 03 Frame 04 Frame 05 Frame 06 Frame 07 Frame 08 Frame 09 Frame 10 Frame 11 Frame 12
1.660 2.626 3.419 4.094 4.510 4.605 4.605 4.605 4.605 4.6052.581 3.666 4.395 5.015 5.449 5.580 5.580 5.580 5.580 5.5803.301 4.304 4.970 5.498 5.851 5.890 5.890 5.890 5.890 5.8903.693 4.600 5.261 5.772 6.094 6.120 6.120 6.120 6.120 6.1203.939 4.800 5.453 5.954 6.239 6.270 6.270 6.270 6.270 6.2704.295 5.043 5.653 6.104 6.330 6.350 6.350 6.350 6.350 6.3504.505 5.261 5.809 6.191 6.388 6.410 6.410 6.410 6.410 6.4104.680 5.400 5.909 6.237 6.428 6.450 6.450 6.450 6.450 6.4504.842 5.535 6.009 6.272 6.434 6.450 6.450 6.450 6.450 6.4504.960 5.626 6.073 6.290 6.434 6.450 6.450 6.450 6.450 6.4505.088 5.699 6.128 6.300 6.434 6.450 6.450 6.450 6.450 6.4505.200 5.754 6.182 6.320 6.434 6.450 6.450 6.450 6.450 6.4505.298 5.800 6.219 6.340 6.439 6.450 6.450 6.450 6.450 6.4505.362 5.854 6.237 6.390 6.430 6.450 6.450 6.450 6.450 6.4505.41 5.90 6.249 6.425 6.450 6.450 6.450 6.450 6.450 6.450
50.07514 57.67132 63.24704 66.60 68.59 71.56 71.56 71.56 71.56 71.56
42.00 63.20 80.10 87.80 88.80
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3 4 5 6 7 8 9 10 11 12Frame 03 Frame 04 Frame 05 Frame 06 Frame 07 Frame 08 Frame 09 Frame 10 Frame 11 Frame 12
6.460 6.980 7.260 7.300 7.300 7.300 7.300 7.3 7.3 7.36.068 6.717 7.130 7.300 7.300 7.300 7.300 7.3 7.3 7.35.800 6.553 7.072 7.300 7.300 7.300 7.300 7.3 7.3 7.35.600 6.457 7.040 7.300 7.300 7.300 7.300 7.3 7.3 7.35.472 6.379 7.010 7.300 7.300 7.300 7.300 7.3 7.3 7.3
-2.00 3.00 8.00 13.00 18.000
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5.356 6.319 6.990 7.300 7.300 7.300 7.300 7.3 7.3 7.35.244 6.258 6.98 7.3 7.3 7.3 7.3 7.3 7.3 7.35.132 6.2 6.96 7.3 7.3 7.3 7.3 7.3 7.3 7.3
5 6.119 6.9 7.3 7.3 7.3 7.3 7.3 7.3 7.34.833 6 6.78 7.249 7.249 7.249 7.249 7.249 7.249 7.249
4.56 5.72 6.56 7.0509 7.0509 7.0509 7.0509 7.0509 7.0509 7.05094.3 5.49 6.37 6.8809 6.8809 6.8809 6.8809 6.8809 6.8809 6.8809
3.954 5.17 6.1 6.6415 6.6415 6.6415 6.6415 6.6415 6.6415 6.64153.449 4.760 5.700 6.283 6.283 6.283 6.283 6.2831 6.2831 6.28312.810 4.210 5.060 5.300 5.300 5.300 5.300 5.3 5.3 5.3
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13 14 15 16 17 18 18.515 19 19.5 20Frame 13 Frame 14 Frame 15 Frame 16 Frame 17 Frame 18 Frame 18.5 Frame 19 Frame 19.5 Frame 20
4.517 4.000 3.274 2.334 1.431 0.658 0.425 0 -5.370 4.908 4.123 3.160 2.208 1.377 0.896 0.4255.754 5.347 4.660 3.689 2.632 1.774 1.264 0.689 0.1305.970 5.583 4.972 4.000 2.896 1.991 1.472 0.854 0.2006.090 5.737 5.160 4.200 3.077 2.104 1.594 0.953 0.256.210 5.941 5.400 4.425 3.340 2.292 1.745 1.067 0.3086.290 6.046 5.528 4.585 3.528 2.453 1.868 1.161 0.3616.320 6.107 5.642 4.726 3.660 2.574 1.962 1.221 0.4286.320 6.140 5.736 4.858 3.792 2.705 2.028 1.272 0.4726.320 6.180 5.783 4.943 3.885 2.790 2.075 1.323 0.5236.330 6.205 5.835 5.028 3.974 2.877 2.113 1.374 0.5776.350 6.223 5.889 5.113 4.057 2.925 2.142 1.409 0.6736.350 6.257 5.943 5.200 4.151 2.953 2.160 1.443 0.7036.380 6.310 5.989 5.269 4.217 2.981 2.189 1.460 0.7576.450 6.400 6.036 5.322 4.28 2.995 2.22 1.48 0.800 0.000
70.18 67.81765 62.62444 52.8405 40.87149 28.68174 21.25943 13.38889 4.6016 1.155687
87.00 80.70 69.50 53.80 36.70 21.20 14.7504 9.20 4.4076 0
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13 14 15 16 17 18 18.5 19 19.5 20Frame 13 Frame 14 Frame 15 Frame 16 Frame 17 Frame 18 Frame 18.5 Frame 19 Frame 19.5 Frame 20
7.3 7.2097 6.88 6 4.58 3.01 2.2 1.44 0.7 07.3 7.1949 6.669 5.693 4.217 2.746 2.013 1.25 0.6017.3 7.1782 6.559 5.511 4.03 2.574 1.868 1.13 0.517.3 7.1715 6.477 5.374 3.911 2.461 1.762 1.04 0.457.3 7.158 6.413 5.26 3.817 2.354 1.651 0.99 0.39
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7.3 7.143 6.354 5.175 3.707 2.252 1.547 0.92 0.357.3 7.127 6.29 5.08 3.6 2.144 1.44 0.85 0.327.3 7.09 6.224 4.968 3.468 2.025 1.343 0.77 0.297.3 7.035 6.138 4.8 3.287 1.89 1.241 0.666 0.23
7.249 6.92 5.994 4.541 3 1.7 1.114 0.553 0.127.0509 6.6665 5.679 4.11 2.6 1.445 0.927 0.434 06.8809 6.46 5.34 3.76 2.33 1.244 0.786 0.349 -6.6415 6.17 4.92 3.36 2 1.005 0.612 0.247 -6.2831 5.7 4.35 2.86 1.62 0.702 0.4 0.136 -
5.3 4.8469 3.58 2.3 1.16 0.37 0.1735 0 -
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0.000.702.2010.3023.2042.0063.2080.1087.8088.8088.9288.9288.9288.9288.9287.0080.7069.5053.8036.7021.209.200.00
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50
60
70
80 Sectional Area Curve
-
-0.0337
-1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16 16.5 17 17.5 18 18.5 19 19.5 200.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
-1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16 16.5 17 17.5 18 18.5 19 19.5 200.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.71
DESIGNED BY
LWL = 79.32 m. = 0.98 DATE LBP = 77.39 m. = 0.82 SIGN B = 12.90 m. = 0.72
CHECKED BY
H = 7.64 m. = 0.87 DATE T = 5.66 m. = 4.72 SIGN
= 3.77 APPROVED
BY P = HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION a t = 0.227 m.
SECTION b t = 0.227 m.
tb = 0.454 m. tb = 0.454 m.
= 0.000 td = 0.409 m.
= 1.300 td = 0.409 m.
ts = 0.556 m. ts = 0.556 m. `T 0,5 B
MS 0,5B . MSAS T 0,5 B
MS 0,5B . MSAS
( m ) ( m ) ( m ) ( m )
(1) (2) (3) (4) = (5) = (1) (2) (3) (4) = (5) =(2).(3) (2).(3)
4.000 0.000 1 0.000 4.000 0.000 1 0.0004.500 1.250 4 5.000 4.500 1.230 4 4.9205.000 2.500 1 2.500 5.000 2.400 1 2.400
7.500 1.135 7.320 1.1085.000 2.500 1 2.500 5.000 2.400 1 2.4005.500 4.000 4 16.000 5.500 3.970 4 15.8806.000 4.740 1 4.740 6.000 5.110 1 5.110
30.740 4.652 30.710 4.6476.000 4.740 1 4.740 6.000 5.110 1 5.1106.500 5.100 4 20.400 6.500 5.540 4 22.1607.000 5.510 1 5.510 7.000 5.940 1 5.940
61.390 9.290 63.920 9.6737.000 5.510 1 5.510 7.000 5.940 1 5.9407.500 5.690 4 22.760 7.400 6.100 4 24.4008.000 5.800 1 5.800 7.800 6.200 1 6.200
95.460 14.446 100.460 15.203
CBCMCWCPLCPVCPFCPA
ASAC m2 ASAC m2
( m2 ) ( m2 )
2/3.t.N 2/3.t.N
5 = 5 =
6 = 6 =
7 = 7 =
8 = 8 =
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.710
DESIGNED BY
LWL = 79.32 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECKED BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = 4.717 SIGN
= 3.773 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 0 t1 = 0.227 m.
SECTION 0,5 t1 = 0.227 m.
t2 = 0.454 m. t2 = 0.454 m.
= 4.690 t3 = 0.409 m.
= 8.078 t3 = 0.409 m.
t4 = 0.556 m. t4 = 0.556 m.NO. WL 0,5 B
MS 0,5B . MSAS NO. WL 0,5 B
MS 0,5B . MSAS
( m ) ( m )
(1) (2) (3) (4) = (5) = (1) (2) (3) (4) = (5) =(2).(3) (2).(3)0.000 0.000 1 0.000 a 0.000 1 0.0000.250 0.000 4 0.000 b 0.000 4 0.0000.500 0.000 1 0.000 1.000 0.000 1 0.000
0.000 0.000 0.000 0.0000.500 0.000 1 0.000 1.000 0.000 1 0.0000.750 0.000 4 0.000 1.500 0.000 4 0.0001.000 0.000 1 0.000 2.000 0.000 1 0.000
0.000 0.000 0.000 0.0001.000 0.000 1 0.000 2.00 0.000 1 0.0001.500 0.000 4 0.000 2.500 0.000 4 0.0002.000 0.000 1 0.000 3.000 0.000 1 0.000
0.000 0.000 0.000 0.0002.000 0.000 1 0.000 3.000 0.000 1 0.0002.500 0.000 4 0.000 3.500 0.000 4 0.0003.000 0.000 1 0.000 4.000 0.000 1 0.000
0.000 0.000 0.000 0.0003.000 0.000 1 0.000 a 0.000 1 0.0003.500 0.000 4 0.000 b 1.230 4 4.9204.000 0.000 1 0.000 5.000 1.904 1 1.904
0.000 0.000 6.824 2.0654.000 0.000 1 0.000 5.000 1.904 1 1.9044.500 0.000 4 0.000 5.500 3.51 4 14.0405.000 0.000 1 0.000 6.000 3.922 1 3.922
0.000 0.000 19.866 6.0135.000 0.000 1 0.000 6.000 3.922 1 3.9225.500 2.972 4 11.888 6.500 4.6875 4 18.7506.000 3.607 1 3.607 7.000 5.0395 1 5.040
15.495 4.690 27.7115 7.5566.000 3.607 1 3.607 7.000 5.0395 1 5.0406.500 4.535 4 18.139 7.500 5.5194 4 22.0787.000 4.783 1 4.783 8.000 5.8285 1 5.829
26.529 7.234 32.9456 12.2127.000 4.783 1 4.7837.500 5.027 4 20.1088.000 5.169 1 5.169
30.060 11.142
A Rancangan = 8.078A Rancangan = 4.690
A SAC = 8.078A SAC = 4.690
Koreksi Luas = 0.000 %Koreksi Luas = 0.000 %
CBCMCWCPLCPVCPFCPA
ASAC m2 ASAC m2
( m2 ) ( m2 )
2/3.t.N 2/3.t.N
5 = 5 =
5 = 5 =
5 = 5 =
5 = 5 =
5 = 5 =
5 = 5 =
5 = 5 =
6 = 5 =
7 =
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.710
DESIGNED BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECKED BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = 4.717 SIGN
= 3.773 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 1 t1 = 0.227 m.
SECTION 1,5 t1 = 0.227 m.
t2 = 0.454 m. t2 = 0.454 m.
= 22.838 t3 = 0.409 m.
= 31.153 t3 = 0.409 m.
t4 = 0.556 m. t4 = 0.556 m.NO. WL 0,5 B
MS 0,5B . MSAS NO. WL 0,5 B
MS 0,5B . MSAS
( m ) ( m )
(1) (2) (3) (4) = (5) = (1) (2) (3) (4) = (5) =(2).(3) (2).(3)0.000 0.000 1 0.000 0.000 0.360 1 0.3600.250 0.550 4 2.200 0.250 1.110 4 4.4400.500 1.010 1 1.010 0.500 1.630 1 1.630
3.210 0.486 6.430 0.9730.500 1.010 1 1.010 0.500 1.630 1 1.6300.750 1.289 4 5.156 0.750 1.961 4 7.8441.000 1.463 1 1.463 1.000 2.190 1 2.190
7.629 1.155 11.664 1.7651.000 1.463 1 1.463 1.000 2.190 1 2.1901.500 1.568 4 6.272 1.500 2.350 4 9.4002.000 1.624 1 1.624 2.000 2.470 1 2.470
9.359 2.833 14.060 4.2552.000 1.624 1 1.624 2.000 2.470 1 2.4702.500 1.674 4 6.696 2.500 2.580 4 10.3203.000 1.750 1 1.750 3.000 2.700 1 2.700
10.070 3.048 15.490 4.6883.000 1.750 1 1.750 3.000 2.700 1 2.7003.500 1.890 4 7.560 3.500 2.826 4 11.3044.000 2.083 1 2.083 4.000 3.050 1 3.050
11.393 3.448 17.054 5.1624.000 2.083 1 2.083 4.000 3.050 1 3.0504.500 2.541 4 10.164 4.500 3.526 4 14.1045.000 3.322 1 3.322 5.000 3.987 1 3.987
15.569 4.712 21.141 6.3995.000 3.322 1 3.322 5.000 3.987 1 3.9875.500 4.010 4 16.040 5.500 4.390 4 17.5606.000 4.283 1 4.283 6.000 4.589 1 4.589
23.645 7.157 26.136 7.9106.000 4.283 1 4.283 6.000 4.589 1 4.5896.500 5.457 4 21.828 6.500 5.800 4 23.2017.000 5.655 1 5.655 7.000 5.949 1 5.949
31.765 8.661 33.739 9.2007.000 5.655 1 5.655 7.000 5.949 1 5.9497.500 5.851 4 23.405 7.500 6.135 4 24.5428.000 5.966 1 5.966 8.000 6.286 1 6.286
35.026 12.983 36.777 13.632
A Rancangan = 22.838 A Rancangan = 31.153
A SAC = 22.838 A SAC = 31.153
Koreksi Luas = 0.000 % Koreksi Luas = 0.000 %
CBCMCWCPLCPVCPFCPA
ASAC m2 ASAC m2
( m2 ) ( m2 )
2/3.t.N 2/3.t.N
1,5 = 0,5 =
1,5 = 1 =
1,5 = 1,5 =
2 = 2 =
3 = 3 =
4 = 4 =
5 = 5 =
6 = 6 =
7 = 7 =
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.710
DESIGNED BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECKED BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = 4.717 SIGN
= 3.773 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 2 t1 = 0.227 m.
SECTION 3 t1 = 0.227 m.
t2 = 0.454 m. t2 = 0.454 m.
= 39.222 t3 = 0.409 m.
= 50.075 t3 = 0.409 m.
t4 = 0.556 m. t4 = 0.556 m.NO. WL 0,5 B
MS 0,5B . MSAS NO. WL 0,5 B
MS 0,5B . MSAS
( m ) ( m )
(1) (2) (3) (4) = (5) = (1) (2) (3) (4) = (5) =(2).(3) (2).(3)0.000 0.780 1 0.780 0.000 1.660 1 1.6600.250 1.720 4 6.880 0.250 2.581 4 10.3240.500 2.257 1 2.257 0.500 3.301 1 3.301
9.917 1.501 15.285 2.3130.500 2.257 1 2.257 0.500 3.301 1 3.3010.750 2.640 4 10.560 0.750 3.693 4 14.7721.000 2.910 1 2.910 1.000 3.939 1 3.939
15.727 2.380 22.012 3.3311.000 2.910 1 2.910 1.000 3.939 1 3.9391.500 3.173 4 12.692 1.500 4.295 4 17.1802.000 3.357 1 3.357 2.000 4.505 1 4.505
18.959 5.738 25.624 7.7562.000 3.357 1 3.357 2.000 4.505 1 4.5052.500 3.500 4 14.000 2.500 4.680 4 18.7203.000 3.610 1 3.610 3.000 4.842 1 4.842
20.967 6.346 28.067 8.4953.000 3.610 1 3.610 3.000 4.842 1 4.8423.500 3.740 4 14.960 3.500 4.960 4 19.8404.000 3.940 1 3.940 4.000 5.088 1 5.088
22.510 6.813 29.770 9.0104.000 3.940 1 3.940 4.000 5.088 1 5.0884.500 4.290 4 17.160 4.500 5.200 4 20.8005.000 4.568 1 4.568 5.000 5.298 1 5.298
25.668 7.769 31.186 9.4395.000 4.568 1 4.568 5.000 5.298 1 5.2985.500 4.800 4 19.200 5.500 5.362 4 21.4486.000 4.895 1 4.895 6.000 5.405 1 5.405
28.663 8.675 32.151 9.7316.000 4.895 1 4.895 6.000 5.405 1 5.4056.500 6.181 4 24.725 6.500 6.761 4 27.0447.000 6.323 1 6.323 7.000 6.831 1 6.831
35.943 9.800 39.280 10.7107.000 6.323 1 6.323 7.000 6.831 1 6.8317.500 6.492 4 25.967 7.500 6.935 4 27.7408.000 6.622 1 6.622 8.000 7.042 1 7.042
38.912 14.423 41.613 15.425
A Rancangan = 39.222 A Rancangan = 50.075
A SAC = 39.222 A SAC = 50.075
Koreksi Luas = 0.000 % Koreksi Luas = 0.000 %
CBCMCWCPLCPVCPFCPA
ASAC m2 ASAC m2
( m2 ) ( m2 )
2/3.t.N 2/3.t.N
0,5 = 0,5 =
1 = 1 =
1,5 = 1,5 =
2 = 2 =
3 = 3 =
4 = 4 =
5 = 5 =
6 = 6 =
7 = 7 =
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.710
DESIGNED BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECKED BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = 4.717 SIGN
= 3.773 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 4 t1 = 0.227 m.
SECTION 5 t1 = 0.227 m.
t2 = 0.454 m. t3 = 0.454 m.
= 57.671 t3 = 0.409 m.
= 63.247 t4 = 0.409 m.
t4 = 0.556 m. ts = 0.556 m.NO. WL 0,5 B
MS 0,5B . MSAS NO. WL 0,5 B
MS 0,5B . MSAS
( m ) ( m )
(1) (2) (3) (4) = (5) = (1) (2) (3) (4) = (5) =(2).(3) (2).(3)0.000 2.626 1 2.626 0.000 3.419 1 3.4190.250 3.666 4 14.664 0.250 4.395 4 17.5800.500 4.304 1 4.304 0.500 4.970 1 4.970
21.594 3.268 25.969 3.9300.500 4.304 1 4.304 0.500 4.970 1 4.9700.750 4.600 4 18.400 0.750 5.261 4 21.0441.000 4.800 1 4.800 1.000 5.453 1 5.453
27.504 4.162 31.467 4.7621.000 4.800 1 4.800 1.000 5.453 1 5.4531.500 5.043 4 20.172 1.500 5.653 4 22.6122.000 5.261 1 5.261 2.000 5.809 1 5.809
30.233 9.151 33.874 10.2532.000 5.261 1 5.261 2.000 5.809 1 5.8092.500 5.400 4 21.600 2.500 5.909 4 23.6363.000 5.535 1 5.535 3.000 6.009 1 6.009
32.396 9.805 35.454 10.7313.000 5.535 1 5.535 3.000 6.009 1 6.0093.500 5.626 4 22.504 3.500 6.073 4 24.2924.000 5.699 1 5.699 4.000 6.128 1 6.128
33.738 10.211 36.429 11.0264.000 5.699 1 5.699 4.000 6.128 1 6.1284.500 5.754 4 23.016 4.500 6.182 4 24.7285.000 5.800 1 5.800 5.000 6.219 1 6.219
34.515 10.447 37.075 11.2215.000 5.800 1 5.800 5.000 6.219 1 6.2195.500 5.854 4 23.416 5.500 6.237 4 24.9486.000 5.897 1 5.897 6.000 6.249 1 6.249
35.113 10.628 37.416 11.3256.000 5.897 1 5.897 6.000 6.249 1 6.2496.500 7.226 4 28.902 6.500 7.481 4 29.9237.000 7.233 1 7.233 7.000 7.482 1 7.482
42.032 11.461 43.654 11.9037.000 7.233 1 7.233 7.000 7.482 1 7.4827.500 7.318 4 29.272 7.500 7.489 4 29.9548.000 7.326 1 7.326 8.000 7.492 1 7.492
43.831 16.247 44.928 16.653
A Rancangan = 63.247A Rancangan = 57.671
A SAC = 63.247A SAC = 57.671
Koreksi Luas = 0.000 %Koreksi Luas = 0.000 %
CBCMCWCPLCPVCPFCPA
ASAC m2 ASAC m2
( m2 ) ( m2 )
2/3.t.N 2/3.t.N
0,5 = 0,5 =
1 = 1 =
1,5 = 1,5 =
2 = 2 =
3 = 3 =
4 = 4 =
5 = 5 =
6 = 6 =
7 = 7 =
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.710
DESIGNED BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECKED BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = 4.717 SIGN
= 3.773 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 6 t1 = 0.227 m.
SECTION 7 t1 = 0.227 m.
t2 = 0.454 m. t2 = 0.454 m.
= 66.600 t3 = 0.409 m.
= 68.589 t3 = 0.409 m.
t4 = 0.556 m. t4 = 0.556 m.NO. WL 0,5 B
MS 0,5B . MSAS NO. WL 0,5 B
MS 0,5B . MSAS
( m ) ( m )
(1) (2) (3) (4) = (5) = (1) (2) (3) (4) = (5) =(2).(3) (2).(3)0.000 4.094 1 4.094 0.000 4.510 1 4.5100.250 5.015 4 20.060 0.250 5.449 4 21.7960.500 5.498 1 5.498 0.500 5.851 1 5.851
29.652 4.487 32.157 4.8660.500 5.498 1 5.498 0.500 5.851 1 5.8510.750 5.772 4 23.088 0.750 6.094 4 24.3761.000 5.954 1 5.954 1.000 6.239 1 6.239
34.540 5.227 36.466 5.5191.000 5.954 1 5.954 1.000 6.239 1 6.2391.500 6.104 4 24.416 1.500 6.330 4 25.3202.000 6.191 1 6.191 2.000 6.388 1 6.388
36.561 11.066 37.947 11.4852.000 6.191 1 6.191 2.000 6.388 1 6.3882.500 6.237 4 24.948 2.500 6.428 4 25.7123.000 6.272 1 6.272 3.000 6.434 1 6.434
37.411 11.323 38.534 11.6633.000 6.272 1 6.272 3.000 6.434 1 6.4343.500 6.290 4 25.160 3.500 6.434 4 25.7364.000 6.300 1 6.300 4.000 6.434 1 6.434
37.732 11.420 38.604 11.6844.000 6.300 1 6.300 4.000 6.434 1 6.4344.500 6.320 4 25.280 4.500 6.434 4 25.7365.000 6.340 1 6.340 5.000 6.439 1 6.439
37.920 11.477 38.609 11.6865.000 6.340 1 6.340 5.000 6.439 1 6.4395.500 6.390 4 25.560 5.500 6.430 4 25.7206.000 6.425 1 6.425 6.000 6.450 1 6.450
38.325 11.600 38.609 11.6866.000 6.425 1 6.425 6.000 6.450 1 6.4506.500 7.609 4 30.436 6.500 7.609 4 30.4367.000 7.609 1 7.609 7.000 7.609 1 7.609
44.470 12.125 44.495 12.1327.000 7.609 1 7.609 7.000 7.609 1 7.6097.500 7.609 4 30.436 7.500 7.609 4 30.4368.000 7.609 1 7.609 8.000 7.609 1 7.609
45.654 16.922 45.654 16.922
A Rancangan = 66.600 A Rancangan = 68.589
A SAC = 66.600 A SAC = 68.589
Koreksi Luas = 0.000 % Koreksi Luas = 0.000 %
CBCMCWCPLCPVCPFCPA
ASAC m2 ASAC m2
( m2 ) ( m2 )
2/3.t.N 2/3.t.N
0,5 = 0,5 =
1 = 1 =
1,5 = 1,5 =
2 = 2 =
3 = 3 =
4 = 4 =
5 = 5 =
6 = 6 =
7 = 7 =
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.710
DESIGNED BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECKED BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = 4.717 SIGN
= 3.773 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 8 t1 = 0.236 m.
SECTION 9 t1 = 0.236 m.
t2 = 0.472 m. t2 = 0.472 m.
= 71.557 t3 = 0.409 m.
= 71.557 t3 = 0.409 m.
t4 = 0.556 m. t4 = 0.556 m.NO. WL 0,5 B
MS 0,5B . MSAS NO. WL 0,5 B
MS 0,5B . MSAS
( m ) ( m )
(1) (2) (3) (4) = (5) = (1) (2) (3) (4) = (5) =(2).(3) (2).(3)0.000 4.605 1 4.605 0.000 4.605 1 4.6050.250 5.580 4 22.320 0.250 5.580 4 22.3200.500 5.890 1 5.890 0.500 5.890 1 5.890
32.815 5.159 32.815 5.1590.500 5.890 1 5.890 0.500 5.890 1 5.8900.750 6.120 4 24.480 0.750 6.120 4 24.4801.000 6.270 1 6.270 1.000 6.270 1 6.270
36.640 5.761 36.640 5.7611.000 6.270 1 6.270 1.000 6.270 1 6.2701.500 6.350 4 25.400 1.500 6.350 4 25.4002.000 6.410 1 6.410 2.000 6.410 1 6.410
38.080 11.974 38.080 11.9742.000 6.410 1 6.410 2.000 6.410 1 6.4102.500 6.450 4 25.800 2.500 6.450 4 25.8003.000 6.450 1 6.450 3.000 6.450 1 6.450
38.660 12.156 38.660 12.1563.000 6.450 1 6.450 3.000 6.450 1 6.4503.500 6.450 4 25.800 3.500 6.450 4 25.8004.000 6.450 1 6.450 4.000 6.450 1 6.450
38.700 12.169 38.700 12.1694.000 6.450 1 6.450 4.000 6.450 1 6.4504.500 6.450 4 25.800 4.500 6.450 4 25.8005.000 6.450 1 6.450 5.000 6.450 1 6.450
38.700 12.169 38.700 12.1695.000 6.450 1 6.450 5.000 6.450 1 6.4505.500 6.450 4 25.800 5.500 6.450 4 25.8006.000 6.450 1 6.450 6.000 6.450 1 6.450
38.700 12.169 38.700 12.1696.000 6.450 1 6.450 6.000 6.450 1 6.4506.500 7.609 4 30.436 6.500 7.609 4 30.4367.000 7.609 1 7.609 7.000 7.609 1 7.609
44.495 12.132 44.495 12.1327.000 7.609 1 7.609 7.000 7.609 1 7.6097.500 7.609 4 30.436 7.500 7.609 4 30.4368.000 7.609 1 7.609 8.000 7.609 1 7.609
45.654 16.922 45.654 16.922
A Rancangan = 71.557 A Rancangan = 71.557
A SAC = 71.557 A SAC = 71.557
Koreksi Luas = 0.000 % Koreksi Luas = 0.000 %
CBCMCWCPLCPVCPFCPA
ASAC m2 ASAC m2
( m2 ) ( m2 )
2/3.t.N 2/3.t.N
0,5 =
1 = 1 =
1,5 = 1,5 =
2 = 2 =
3 = 3 =
4 = 4 =
5 = 5 =
6 = 6 =
7 = 7 =
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.710
DESIGNED BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECKED BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = 4.717 SIGN
= 3.773 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 10 t1 = 0.236 m.
SECTION 11 t1 = 0.236 m.
t2 = 0.472 m. t2 = 0.472 m.
= 71.557 t3 = 0.409 m.
= 71.557 t3 = 0.409 m.
t4 = 0.556 m. t4 = 0.556 m.NO. WL 0,5 B
MS 0,5B . MSAS NO. WL 0,5 B
MS 0,5B . MSAS
( m ) ( m )
(1) (2) (3)(4) = (5) =
(1) (2) (3)(4) = (5) =
(2).(3) (2).(3)0.000 4.605 1 4.605 0.000 4.605 1 4.6050.250 5.580 4 22.320 0.250 5.580 4 22.3200.500 5.890 1 5.890 0.500 5.890 1 5.890
32.815 5.159 32.815 5.1590.500 5.890 1 5.890 0.500 5.890 1 5.8900.750 6.120 4 24.480 0.750 6.120 4 24.4801.000 6.270 1 6.270 1.000 6.270 1 6.270
36.640 5.761 36.640 5.7611.000 6.270 1 6.270 1.000 6.270 1 6.2701.500 6.350 4 25.400 1.500 6.350 4 25.4002.000 6.410 1 6.410 2.000 6.410 1 6.410
38.080 11.974 38.080 11.9742.000 6.410 1 6.410 2.000 6.410 1 6.4102.500 6.450 4 25.800 2.500 6.450 4 25.8003.000 6.450 1 6.450 3.000 6.450 1 6.450
38.660 12.156 38.660 12.1563.000 6.450 1 6.450 3.000 6.450 1 6.4503.500 6.450 4 25.800 3.500 6.450 4 25.8004.000 6.450 1 6.450 4.000 6.450 1 6.450
38.700 12.169 38.700 12.1694.000 6.450 1 6.450 4.000 6.450 1 6.4504.500 6.450 4 25.800 4.500 6.450 4 25.8005.000 6.450 1 6.450 5.000 6.450 1 6.450
38.700 12.169 38.700 12.1695.000 6.450 1 6.450 5.000 6.450 1 6.4505.500 6.450 4 25.800 5.500 6.450 4 25.8006.000 6.450 1 6.450 6.000 6.450 1 6.450
38.700 12.169 38.700 12.1696.000 6.450 1 6.450 6.000 6.450 1 6.4506.500 7.609 4 30.436 6.500 7.609 4 30.4367.000 7.609 1 7.609 7.000 7.609 1 7.609
83.195 22.685 83.195 22.6857.000 7.609 1 7.609 7.000 7.609 1 7.6097.500 7.609 4 30.436 7.500 7.609 4 30.4368.000 7.609 1 7.609 8.000 7.609 1 7.609
128.849 47.760 128.849 47.760
A Rancangan = 71.557 A Rancangan = 71.557
A SAC = 71.557 A SAC = 71.557
Koreksi Luas = 12.169 % Koreksi Luas = 0.000 %
CBCMCWCPLCPVCPFCPA
ASAC m2 ASAC m2
( m2 ) ( m2 )
2/3.t.N 2/3.t.N
0,5 = 0,5 =
1 = 1 =
1,5 = 1,5 =
2 = 2 =
3 = 3 =
4 = 4 =
5 = 5 =
6 = 6 =
7 = 7 =
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.710
DESIGNED BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECKED BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = 4.717 SIGN
= 3.773 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 12 t1 = 0.236 m.
SECTION 13 t1 = 0.236 m.
t2 = 0.472 m. t2 = 0.472 m.
= 71.557 t3 = 0.409 m.
= 70.177 t3 = 0.409 m.
t4 = 0.556 m. t4 = 0.556 m.NO. WL 0,5 B
MS 0,5B . MSAS NO. WL 0,5 B
MS 0,5B . MSAS
( m ) ( m )
(1) (2) (3)(4) = (5) =
(1) (2) (3)(4) = (5) =
(2).(3) (2).(3)0.000 4.605 1 4.605 0.000 4.517 1 4.5170.250 5.580 4 22.320 0.250 5.370 4 21.4800.500 5.890 1 5.890 0.500 5.754 1 5.754
32.815 5.159 31.751 4.9920.500 5.890 1 5.890 0.500 5.754 1 5.7540.750 6.120 4 24.480 0.750 5.970 4 23.8801.000 6.270 1 6.270 1.000 6.090 1 6.090
36.640 5.761 35.724 5.6171.000 6.270 1 6.270 1.000 6.090 1 6.0901.500 6.350 4 25.400 1.500 6.210 4 24.8402.000 6.410 1 6.410 2.000 6.290 1 6.290
38.080 11.974 37.220 11.7042.000 6.410 1 6.410 2.000 6.290 1 6.2902.500 6.450 4 25.800 2.500 6.320 4 25.2803.000 6.450 1 6.450 3.000 6.320 1 6.320
38.660 12.156 37.890 11.9143.000 6.450 1 6.450 3.000 6.320 1 6.3203.500 6.450 4 25.800 3.500 6.320 4 25.2804.000 6.450 1 6.450 4.000 6.330 1 6.330
38.700 12.169 37.930 11.9274.000 6.450 1 6.450 4.000 6.330 1 6.3304.500 6.450 4 25.800 4.500 6.350 4 25.4005.000 6.450 1 6.450 5.000 6.350 1 6.350
38.700 12.169 38.080 11.9745.000 6.450 1 6.450 5.000 6.350 1 6.3505.500 6.450 4 25.800 5.500 6.380 4 25.5206.000 6.450 1 6.450 6.000 6.450 1 6.450
38.700 12.169 38.320 12.0506.000 6.450 1 6.450 6.000 6.450 1 6.4506.500 7.609 4 30.436 6.500 7.609 4 30.4367.000 7.609 1 7.609 7.000 7.609 1 7.609
44.495 12.132 44.495 12.1327.000 7.609 1 7.609 7.000 7.609 1 7.6097.500 7.609 4 30.436 7.500 7.609 4 30.4368.000 7.609 1 7.609 8.000 7.609 1 7.609
45.654 16.922 45.654 16.922
A Rancangan = 71.557 A Rancangan = 70.177
A SAC = 71.557 A SAC = 70.177
Koreksi Luas = 0.000 % Koreksi Luas = 0.000 %
CBCMCWCPLCPVCPFCPA
ASAC m2 ASAC m2
( m2 ) ( m2 )
2/3.t.N 2/3.t.N
0,5 = 0,5 =
1 = 1 =
1,5 = 1,5 =
2 = 2 =
3 = 3 =
4 = 4 =
5 = 5 =
6 = 6 =
7 = 7 =
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.710
DESIGNED BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECKED BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = 4.717 SIGN
= 3.773 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 14 t1 = 0.236 m.
SECTION 15 t1 = 0.236 m.
t2 = 0.472 m. t2 = 0.472 m.
= 67.818 t3 = 0.409 m.
= 62.624 t3 = 0.409 m.
t4 = 0.556 m. t4 = 0.556 m.NO. WL 0,5 B
MS 0,5B . MSAS NO. WL 0,5 B
MS 0,5B . MSAS
( m ) ( m )
(1) (2) (3)(4) = (5) =
(1) (2) (3)(4) = (5) =
(2).(3) (2).(3)0.000 4.000 1 4.000 0.000 3.274 1 3.2740.250 4.908 4 19.632 0.250 4.123 4 16.4920.500 5.347 1 5.347 0.500 4.660 1 4.660
28.979 4.556 24.426 3.8400.500 5.347 1 5.347 0.500 4.660 1 4.6600.750 5.583 4 22.332 0.750 4.972 4 19.8881.000 5.737 1 5.737 1.000 5.160 1 5.160
33.416 5.254 29.708 4.6711.000 5.737 1 5.737 1.000 5.160 1 5.1601.500 5.941 4 23.764 1.500 5.400 4 21.6002.000 6.046 1 6.046 2.000 5.528 1 5.528
35.547 11.178 32.288 10.1532.000 6.046 1 6.046 2.000 5.528 1 5.5282.500 6.107 4 24.428 2.500 5.642 4 22.5683.000 6.140 1 6.140 3.000 5.736 1 5.736
36.614 11.513 33.832 10.6383.000 6.140 1 6.140 3.000 5.736 1 5.7363.500 6.180 4 24.720 3.500 5.783 4 23.1324.000 6.205 1 6.205 4.000 5.835 1 5.835
37.065 11.655 34.703 10.9124.000 6.205 1 6.205 4.000 5.835 1 5.8354.500 6.223 4 24.892 4.500 5.889 4 23.5565.000 6.257 1 6.257 5.000 5.943 1 5.943
37.354 11.746 35.334 11.1115.000 6.257 1 6.257 5.000 5.943 1 5.9435.500 6.310 4 25.240 5.500 5.989 4 23.9566.000 6.400 1 6.400 6.000 6.036 1 6.036
37.897 11.917 35.935 11.3006.000 6.400 1 6.400 6.000 6.036 1 6.0366.500 7.541 4 30.164 6.500 7.191 4 28.7657.000 7.563 1 7.563 7.000 7.273 1 7.273
44.128 12.032 42.074 11.4727.000 7.563 1 7.563 7.000 7.273 1 7.2737.500 7.581 4 30.322 7.500 7.361 4 29.4438.000 7.585 1 7.585 8.000 7.418 1 7.418
45.470 16.854 44.135 16.359
A Rancangan = 67.818 A Rancangan = 62.624
A SAC = 67.818 A SAC = 62.624
Koreksi Luas = 0.000 % Koreksi Luas = 0.000 %
CBCMCWCPLCPVCPFCPA
ASAC m2 ASAC m2
( m2 ) ( m2 )
2/3.t.N 2/3.t.N
0,5 = 0,5 =
1 = 1 =
1,5 = 1,5 =
2 = 2 =
3 = 3 =
4 = 4 =
5 = 5 =
6 = 6 =
7 = 7 =
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.710
DESIGNED BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECKED BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = 4.717 SIGN
= 3.773 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 16 t1 = 0.236 m.
SECTION 17 t1 = 0.236 m.
t2 = 0.472 m. t2 = 0.472 m.
= 52.841 t3 = 0.409 m.
= 40.871 t3 = 0.409 m.
t4 = 0.556 m. t4 = 0.556 m.NO. WL 0,5 B
MS 0,5B . MSAS NO. WL 0,5 B
MS 0,5B . MSAS
( m ) ( m )
(1) (2) (3)(4) = (5) =
(1) (2) (3)(4) = (5) =
(2).(3) (2).(3)0.000 2.334 1 2.334 0.000 1.431 1 1.4310.250 3.160 4 12.640 0.250 2.208 4 8.8320.500 3.689 1 3.689 0.500 2.632 1 2.632
18.663 2.934 12.895 2.0270.500 3.689 1 3.689 0.500 2.632 1 2.6320.750 4.000 4 16.000 0.750 2.896 4 11.5841.000 4.200 1 4.200 1.000 3.077 1 3.077
23.889 3.756 17.293 2.7191.000 4.200 1 4.200 1.000 3.077 1 3.0771.500 4.425 4 17.700 1.500 3.340 4 13.3602.000 4.585 1 4.585 2.000 3.528 1 3.528
26.485 8.328 19.965 6.2782.000 4.585 1 4.585 2.000 3.528 1 3.5282.500 4.726 4 18.904 2.500 3.660 4 14.6403.000 4.858 1 4.858 3.000 3.792 1 3.792
28.347 8.914 21.960 6.9053.000 4.858 1 4.858 3.000 3.792 1 3.7923.500 4.943 4 19.772 3.500 3.885 4 15.5404.000 5.028 1 5.028 4.000 3.974 1 3.974
29.658 9.326 23.306 7.3284.000 5.028 1 5.028 4.000 3.974 1 3.9744.500 5.113 4 20.452 4.500 4.057 4 16.2285.000 5.200 1 5.200 5.000 4.151 1 4.151
30.680 9.647 24.353 7.6585.000 5.200 1 5.200 5.000 4.151 1 4.1515.500 5.269 4 21.076 5.500 4.217 4 16.8686.000 5.322 1 5.322 6.000 4.283 1 4.283
31.598 9.936 25.302 7.9566.000 5.322 1 5.322 6.000 4.283 1 4.2836.500 6.260 4 25.040 6.500 4.804 4 19.2167.000 6.449 1 6.449 7.000 5.018 1 5.018
36.811 11.575 28.517 7.7767.000 6.449 1 6.449 7.000 5.018 1 5.0187.500 6.694 4 26.776 7.500 5.337 4 21.3508.000 6.905 1 6.905 8.000 5.653 1 5.653
40.129 6.309 32.020 11.869
A Rancangan = 52.841 A Rancangan = 40.871
A SAC = 52.841 A SAC = 40.871
Koreksi Luas = 0.000 % Koreksi Luas = 0.000 %
CBCMCWCPLCPVCPFCPA
ASAC m2 ASAC m2
( m2 ) ( m2 )
2/3.t.N 2/3.t.N
0,5 = 0,5 =
1 = 1 =
1,5 = 1,5 =
2 = 2 =
3 = 3 =
4 = 4 =
5 = 5 =
6 = 6 =
7 = 7 =
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.710
DESIGNED BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECKED BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = 4.717 SIGN
= 3.773 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 18 t1 = 0.236 m.
SECTION 18,5 t1 = 0.236 m.
t2 = 0.472 m. t2 = 0.472 m.
= 28.682 t3 = 0.409 m.
= 21.259 t3 = 0.409 m.
t4 = 0.556 m. t4 = 0.556 m.NO. WL 0,5 B
MS 0,5B . MSAS NO. WL 0,5 B
MS 0,5B . MSAS
( m ) ( m )
(1) (2) (3)(4) = (5) =
(1) (2) (3)(4) = (5) =
(2).(3) (2).(3)0.000 0.658 1 0.658 0.000 0.425 1 0.4250.250 1.377 4 5.508 0.250 0.896 4 3.5840.500 1.774 1 1.774 0.500 1.264 1 1.264
7.940 1.248 5.273 0.8290.500 1.774 1 1.774 0.500 1.264 1 1.2640.750 1.991 4 7.964 0.750 1.472 4 5.8881.000 2.104 1 2.104 1.000 1.594 1 1.594
11.842 1.862 8.746 1.3751.000 2.104 1 2.104 1.000 1.594 1 1.5941.500 2.292 4 9.168 1.500 1.745 4 6.9802.000 2.453 1 2.453 2.000 1.868 1 1.868
13.725 4.316 10.442 3.2832.000 2.453 1 2.453 2.000 1.868 1 1.8682.500 2.574 4 10.296 2.500 1.962 4 7.8483.000 2.705 1 2.705 3.000 2.028 1 2.028
15.454 4.859 11.744 3.6933.000 2.705 1 2.705 3.000 2.028 1 2.0283.500 2.790 4 11.160 3.500 2.075 4 8.3004.000 2.877 1 2.877 4.000 2.113 1 2.113
16.742 5.264 12.441 3.9124.000 2.877 1 2.877 4.000 2.113 1 2.1134.500 2.925 4 11.700 4.500 2.142 4 8.5685.000 2.953 1 2.953 5.000 2.160 1 2.160
17.530 5.512 12.841 4.0385.000 2.953 1 2.953 5.000 2.160 1 2.1605.500 2.981 4 11.924 5.500 2.189 4 8.7566.000 2.995 1 2.995 6.000 2.216 1 2.216
17.872 5.620 13.132 4.1296.000 2.995 1 2.995 6.000 2.216 1 2.2166.500 3.281 4 13.125 6.500 2.491 4 9.9627.000 3.496 1 3.496 7.000 2.673 1 2.673
19.616 5.349 14.851 4.0497.000 3.496 1 3.496 7.000 2.673 1 2.6737.500 3.806 4 15.223 7.500 2.936 4 11.7428.000 4.094 1 4.094 8.000 3.181 1 3.181
22.813 8.456 17.596 6.522
A Rancangan = 0.000 A Rancangan = 21.259
A SAC = 0.000 A SAC = 21.259
Koreksi Luas = 0.000 % Koreksi Luas = 0.000 %
CBCMCWCPLCPVCPFCPA
ASAC m2 ASAC m2
( m2 ) ( m2 )
2/3.t.N 2/3.t.N
0,5 = 0,5 =
1 = 1 =
1,5 = 1,5 =
2 = 2 =
3 = 3 =
4 = 4 =
5 = 5 =
6 = 6 =
7 = 7 =
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.710
DESIGNED BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECKED BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = 4.717 SIGN
= 3.773 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 19 t1 = 0.236 m.
SECTION 19,5 t1 = 0.114 m.
t2 = 0.472 m. t2 = 0.472 m.
= 13.389 t3 = 0.409 m.
= 4.602 t3 = 0.409 m.
t4 = 0.556 m. t4 = 0.556 m.NO. WL 0,5 B
MS 0,5B . MSAS NO. WL 0,5 B
MS 0,5B . MSAS
( m ) ( m )
(1) (2) (3) (4) = (5) = (1) (2) (3) (4) = (5) =(2).(3) (2).(3)0.000 0.000 1 0.000 0.000 0 1 0.0000.250 0.425 4 1.700 0.250 0.089 4 0.3550.500 0.689 1 0.689 0.500 0.130 1 0.130
2.389 0.3760.500 0.689 1 0.689 0.500 0.130 1 0.1300.750 0.854 4 3.416 0.750 0.2 4 0.8001.000 0.953 1 0.953 1.000 0.247 1 0.247
5.058 0.7951.000 0.953 1 0.953 1.000 0.247 1 0.2471.500 1.067 4 4.268 1.500 0.308 4 1.2322.000 1.161 1 1.161 2.000 0.361 1 0.361
6.382 2.007 1.840 0.1402.000 1.161 1 1.161 2.000 0.361 1 0.3612.500 1.221 4 4.884 2.500 0.428 4 1.7123.000 1.272 1 1.272 3.000 0.472 1 0.472
7.317 2.301 2.545 0.8003.000 1.272 1 1.272 3.000 0.472 1 0.4723.500 1.323 4 5.292 3.500 0.523 4 2.0924.000 1.374 1 1.374 4.000 0.577 1 0.577
7.938 2.496 3.141 0.9884.000 1.374 1 1.374 4.000 0.577 1 0.5774.500 1.409 4 5.636 4.500 0.673 4 2.6925.000 1.443 1 1.443 5.000 0.703 1 0.703
8.453 2.658 3.972 1.2495.000 1.443 1 1.443 5.000 0.703 1 0.7035.500 1.460 4 5.840 5.500 0.757 4 3.0286.000 1.483 1 1.483 6.000 0.800 1 0.800
8.766 2.756 4.531 1.4256.000 1.483 1 1.483 6.000 0.800 1 0.8006.500 1.649 4 6.597 6.500 0.793 4 3.1727.000 1.784 1 1.784 7.000 0.869 1 0.869
9.864 2.690 4.842 1.3207.000 1.784 1 1.784 7.000 0.869 1 0.8697.500 1.995 4 7.980 7.500 1.009 4 4.0368.000 2.208 1 2.208 8.000 1.167 1 1.167
11.972 4.438 6.073 2.251
A Rancangan = 13.389 A Rancangan = 4.602
A SAC = 13.389 A SAC = 4.602
Koreksi Luas = 0.000 % Koreksi Luas = 0.000 %
CBCMCWCPLCPVCPFCPA
ASAC m2 ASAC m2
( m2 ) ( m2 )
2/3.t.N 2/3.t.N
0,5 =
1 =
1,5 = 1,5 =
2 = 2 =
3 = 3 =
4 = 4 =
5 = 5 =
6 = 6 =
7 = 7 =
-
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.710
DESIGNED BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECKED BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = 4.717 SIGN
= 3.773 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 20 t1 = 0.229 m. t2 = 0.458 m.
= 0.000 t3 = 0.409 m. t4 = 0.556 m.
NO. WL 0,5 B MS 0,5B . MS
AS( m )
(1) (2) (3) (4) = (5) =(2).(3)
5.000 0.000 1 0.0005.500 0.000 4 0.0006.000 7.570 1 7.570
7.570 1.1566.000 7.570 1 7.5706.500 0.058 4 0.2317.000 0.104 1 0.104
7.904 1.2077.000 0.104 1.8 0.1857.500 0.177 7.1 1.2658.000 0.255 1.8 0.455
1.905 0.291
A Rancangan = 0.000
A SAC = 0.000
Koreksi Luas = 0.000 %
CBCMCWCPLCPVCPFCPA
ASAC m2
( m2 )
2/3.t.N
6 =
7 =
8 =
-
LINES PLAN SHEET : REV. : LOA = 85.61 m. = 0.71
DESIGN BY
LWL = 79.32 m. = 0.98 DATE LBP = 77.39 m. = 0.82 SIGN B = 12.90 m. = 0.72
CHECK BY
H = 7.64 m. = 0.87 DATE T = 5.66 m. = 4.72 SIGN
= 3.77 APP.
BY BHP = - HP DATE V = 13 Knot SIGN
AM == 71.554
l = 3.870 m.= 0.967 m.= 1.935 m.= - m.
RA A MS A.MS FM SMA
( % )
(1) (2)(3) =
(4)(5) =
(6)(7) =
(2)/100.AM (3).(4) (5).(6)-0.50 0 0.00 0.250 0.000 -10.500 0.000-0.25 2 1.30 1.000 1.300 -10.250 -13.3250.09 7 4.69 0.750 3.517 -10.000 -35.1740.23 11 8.08 2.000 16.156 -9.860 -159.2961.09 32 22.84 1.000 22.838 -9.000 -205.5411.56 44 31.15 2.000 62.306 -8.530 -531.4682.09 55 39.22 1.500 58.833 -8.000 -470.6673.09 70 50.08 4.000 200.301 -7.000 -1402.1044.09 81 57.67 2.000 115.343 -6.000 -692.0565.09 88 63.25 4.000 252.988 -5.000 -1264.9416.09 93 66.60 2.000 133.201 -4.000 -532.8027.09 96 68.59 4.000 274.355 -3.000 -823.0648.09 100 71.56 2.000 143.115 -2.000 -286.2309.09 100 71.56 4.000 286.230 -1.000 -286.230
10.09 100 71.56 2.000 143.115 0.000 0.00011.09 100 71.56 4.000 286.230 1.000 286.23012.09 100 71.56 2.000 143.115 2.000 286.23013.09 98 70.18 4.000 280.708 3.000 842.12314.09 95 67.82 2.000 135.635 4.000 542.54115.09 88 62.62 4.000 250.498 5.000 1252.48916.09 74 52.84 2.000 105.681 6.000 634.08617.09 57 40.87 4.000 163.486 7.000 1144.40218.09 40 28.68 1.500 43.023 8.000 344.18118.58 30 21.26 2.000 42.519 8.490 360.98519.09 19 13.39 1.000 13.389 9.000 120.50019.69 6 4.60 2.000 9.203 9.600 88.35120.09 0 0.00 1.000 0.000 10.000 0.000
3187.082 -800.779= LWL . B. T. CB = 4112.19
V2 = = 4110.804 Vd = {(V2 - V1) / V1}.100% = -0.0337 % LCB = = -0.972 m. = -1.256% LBP; Ok!
CBCMCWCPLCPVCPFCPA
SECTIONS AREA, VOLUME AND LONGITUDINAL CENTRE OF BUOYANCY
B . T . CMm2
la'la"lf
NO. SECT ( m2 )
1 = 2 =
V1 m3
1/3 . l . 1 m3
< 0,05% ; Ok !l . 2 / 1
-
5.18-1.276341 5.62
6.47
-
26.494667 00.25
0.50.75
1 1.03333312.82 1.5
2 2.0666672.5
33.5
44.5
55.5
6 6.2
-
LINES PLAN SHEET :
REV. :
LOA = 85.606 m. = 0.710 DESIGN
BY LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECK BY
H = 7.640 m. = 0.870 DATE Twl = 5.660 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 79.325 m. BWL = 15.219 m. Twl = 5.660 m. Vol = 6,832.997 m3. l = 3.870 m.
= 0.967 m.
WATER PLANE 6; ( T =6.2 m ) = 1.935 m.= 1.935 m.
NO. SECT 0,5 B
MS 0,5B.MS FM SMA( m )
(1) (2) (3)(4) =
(5)(6) = (7) =
(2).(3) (4).(5)-0.50 3.160 0.250 0.790 -10.500 -8.295 7.889-0.25 3.356 1.000 3.356 -10.250 -34.399 37.798
0 3.607 0.750 2.705 -10.000 -27.053 35.1970.5 3.922 2.000 7.844 -9.500 -74.518 120.657
1 4.283 1.000 4.283 -9.000 -38.547 78.5681.5 4.589 2.000 9.178 -8.500 -78.013 193.279
2 4.895 1.500 7.343 -8.000 -58.740 175.9343 5.405 4.000 21.620 -7.000 -151.340 631.6074 5.897 2.000 11.794 -6.000 -70.764 410.1325 6.249 4.000 24.996 -5.000 -124.980 976.0946 6.425 2.000 12.850 -4.000 -51.400 530.4567 6.450 4.000 25.800 -3.000 -77.400 1073.3458 6.450 2.000 12.900 -2.000 -25.800 536.6729 6.450 4.000 25.800 -1.000 -25.800 1073.345
10 6.450 2.000 12.900 0.000 0.000 536.67211 6.450 4.000 25.800 1.000 25.800 1073.34512 6.450 2.000 12.900 2.000 25.800 536.67213 6.450 4.000 25.800 3.000 77.400 1073.34514 6.400 2.000 12.800 4.000 51.200 524.28815 6.036 4.000 24.144 5.000 120.720 879.64516 5.322 2.000 10.644 6.000 63.864 301.47717 4.283 4.000 17.132 7.000 119.924 314.27118 2.995 1.500 4.493 8.000 35.940 40.298
18.5 2.216 2.000 4.432 8.500 37.672 21.764
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
la'la"lf
(0,5B)3 .MS
(2)3.(3)
-
19 1.483 1.000 1.483 9.000 13.347 3.26219.5 0.800 2.000 1.600 9.500 15.200 1.024
20 0.000 0.500 0.000 10.000 0.000 0.000
325.386 -260.182 11187.033 AWL = = 839.388 LCF = = -3.094 m. IT = = 9619.605 Iy = = 337395 IL = = 329359.576 CW = AWL / (LWL = 0.695
Koreksi Water Line = 839.097
Koreksi =
= 0.035 %
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.710
DESIGN BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECK BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 88.599 m. BWL = 15.219 m. Twl = 5.188 m. Vol = 6,995.856 m3. l = 3.870 m. la' = 1.040 m.
WATER PLANE 5.5; ( T =6.2 m ) la" = 1.935 m. la''' = 0.967 m. lf = 1.069 m.
NO. SECT 0,5 B MS 0,5B.MS FM SMA (0,5B)3 .MS( m )
(1) (2) (3) (4) = (5) (6) = (7) =(2).(3) (4).(5) (2)3.(3)a 0.000 0.269 0.000 -10.537 0.000 0.000b 1.386 1.075 1.489 -10.269 -15.295 2.8610 2.972 0.769 2.284 -10.000 -22.845 20.178
0.5 3.510 2.000 7.020 -9.500 -66.690 86.487
1 = 2 = 3 =
2/3 . l . 1 m2l . 2 / 12.!/3.(1/3).l.3 m4
2.!/3.l3.4 m4
Iy - (AWL . LCF2) m4
AWL Rancangan
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
(AWLAWLrancangan)AWL
x100
-
1 3.800 1.000 3.800 -9.000 -34.200 54.8721.5 4.390 2.000 8.780 -8.500 -74.630 169.209
2 4.800 1.500 7.200 -8.000 -57.600 165.8883 5.362 4.000 21.448 -7.000 -150.136 616.6524 5.854 2.000 11.708 -6.000 -70.248 401.2255 6.237 4.000 24.948 -5.000 -124.740 970.4816 6.390 2.000 12.780 -4.000 -51.120 521.8347 6.430 4.000 25.720 -3.000 -77.160 1063.3918 6.450 2.000 12.900 -2.000 -25.800 536.6729 6.450 4.000 25.800 -1.000 -25.800 1073.345
10 6.450 2.000 12.900 0.000 0.000 536.67211 6.450 4.000 25.800 1.000 25.800 1073.34512 6.450 2.000 12.900 2.000 25.800 536.67213 6.380 4.000 25.520 3.000 76.560 1038.77614 6.310 2.000 12.620 4.000 50.480 502.47915 5.989 4.000 23.956 5.000 119.780 859.25716 5.269 2.000 10.538 6.000 63.228 292.56017 4.217 4.000 16.868 7.000 118.076 299.96518 2.981 1.500 4.472 8.000 35.772 39.735
18.5 2.189 2.000 4.378 8.500 37.213 20.97819 1.460 0.750 1.095 9.000 9.855 2.334
19.25 1.169 1.000 1.169 9.250 10.811 1.59719.5 0.757 0.526 0.398 9.500 3.784 0.228
c 0.495 1.105 0.547 9.663 5.285 0.134d 0.000 0.276 0.000 9.826 0.000 0.000
319.038 -213.819 10887.829
AWL = 2/3 . l . S1 = 823.013 m2 LCF = l . S2 / S1 = -2.593 m. IT = 2.!/3.(1/3).l.S3 = 9362.323 m4 Iy = 2.!/3.l3.S4 = 317637 m4 IL = Iy - (AWL . LCF2) = 312101.792 m4 CW = AWL / (LWL = 0.610
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.710
DESIGN BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECK BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 86.493 m. BWL = 15.219 m.
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
-
Twl = 4.717 m. Vol = 6,208.701 m3. l = 3.870 m.
= 0.967 m.
WATER PLANE 5; ( T =6.2 m ) = 1.935 m.
la''' = 0.967 m.= 1.053 m.
NO. SECT 0,5 B MS 0,5B.MS FM SMA( m )
(1) (2) (3)(4) =
(5)(6) = (7) =
(2).(3) (4).(5)a 0.000 0.250 0.000 -10.000 0.000 0.000b 1.217 1.000 1.217 -9.750 -11.861 1.800
0.5 1.904 0.5 0.952 -9.500 -9.042 3.4480.75 2.382 1 2.382 -9.250 -22.035 13.519
1 3.322 0.750 2.492 -9.000 -22.424 27.4951.5 3.987 2.000 7.974 -8.500 -67.779 126.756
2 4.568 1.500 6.852 -8.000 -54.816 142.9783 5.298 4.000 21.192 -7.000 -148.344 594.8344 5.800 2.000 11.600 -6.000 -69.600 390.2245 6.219 4.000 24.876 -5.000 -124.380 962.1036 6.340 2.000 12.680 -4.000 -50.720 509.6807 6.439 4.000 25.756 -3.000 -77.268 1067.8628 6.450 2.000 12.900 -2.000 -25.800 536.6729 6.450 4.000 25.800 -1.000 -25.800 1073.345
10 6.450 2.000 12.900 0.000 0.000 536.67211 6.450 4.000 25.800 1.000 25.800 1073.34512 6.450 2.000 12.900 2.000 25.800 536.67213 6.350 4.000 25.400 3.000 76.200 1024.19214 6.257 2.000 12.514 4.000 50.056 489.92415 5.943 4.000 23.772 5.000 118.860 839.60916 5.200 2.000 10.400 6.000 62.400 281.21617 4.151 4.000 16.604 7.000 116.228 286.10018 2.953 1.500 4.430 8.000 35.436 38.626
18.5 2.160 2.000 4.320 8.500 36.720 20.15519 1.443 0.750 1.082 9.000 9.740 2.254
19.25 1.047 1.000 1.047 9.250 9.688 1.14919.5 0.703 0.522 0.367 9.500 3.487 0.181
c 0.438 1.089 0.477 9.772 4.662 0.092d 0.000 0.272 0.000 10.044 0.000 0.000
308.685 -134.790 10580.904 AWL = = 796.305 LCF = = -1.690 m. IT = = 9098.402 Iy = = 283971 IL = = 281697.511 CW = AWL / (LWL = 0.605
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
la'la"
lf
(0,5B)3 .MS
(2)3.(3)
1 = 2 = 3 =
2/3 . l . 1 m2
l . 2 / 12.!/3.(1/3).l.3 m4
2.!/3.l3.4 m4
Iy - (AWL . LCF2) m4
-
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.710
DESIGN BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECK BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 83.089 m. BWL = 15.219 m. Twl = 3.773 m. Vol = 4,771.510 m3. l = 3.870 m.
= 0.499 m.
WATER PLANE 4; ( T =6.2 m ) = 1.935 m.
la''' = 0.967 m.= 1.016 m.
NO. SECT 0,5 B MS 0,5B.MS FM SMA( m )
(1) (2) (3)(4) =
(5)(6) = (7) =
(2).(3) (4).(5)a 0.000 0.129 0.000 -9.258 0.000 0.000b 1.061 0.516 0.547 -9.129 -4.994 0.6161 2.083 0.629 1.310 -9.000 -11.791 5.684
1.5 3.050 2.000 6.100 -8.500 -51.850 56.7452 3.940 1.500 5.910 -8.000 -47.280 91.7443 5.088 4.000 20.352 -7.000 -142.464 526.8674 5.699 2.000 11.398 -6.000 -68.388 370.1915 6.128 4.000 24.512 -5.000 -122.560 920.4846 6.300 2.000 12.600 -4.000 -50.400 500.0947 6.434 4.000 25.736 -3.000 -77.208 1065.3778 6.450 2.000 12.900 -2.000 -25.800 536.6729 6.450 4.000 25.800 -1.000 -25.800 1073.345
10 6.450 2.000 12.900 0.000 0.000 536.67211 6.450 4.000 25.800 1.000 25.800 1073.34512 6.450 2.000 12.900 2.000 25.800 536.67213 6.330 4.000 25.320 3.000 75.960 1014.54514 6.205 2.000 12.410 4.000 49.640 477.810
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
la'la"
lf
(0,5B)3 .MS
(2)3.(3)
-
15 5.835 4.000 23.340 5.000 116.700 794.66216 5.028 2.000 10.056 6.000 60.336 254.22417 3.974 4.000 15.896 7.000 111.272 251.04018 2.877 1.500 4.316 8.000 34.524 35.720
18.5 2.113 2.000 4.226 8.500 35.921 18.86819 1.374 0.750 1.031 9.000 9.275 1.945
19.25 0.838 1.000 0.838 9.250 7.751 0.58819.5 0.577 0.513 0.296 9.500 2.810 0.098
c 0.344 1.051 0.361 9.763 3.526 0.043d 0.000 0.263 0.000 10.025 0.000 0.000
296.854 -69.221 10144.052 AWL = = 765.784 LCF = = -0.902 m. IT = = 8722.758 Iy = = 252137 IL = = 251513.158 CW = AWL / (LWL = 0.606
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.710
DESIGN BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECK BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 82.753 m. BWL = 15.219 m. Twl = 2.830 m. Vol = 3,564.170 m3. l = 3.870 m.
= 0.407 m.
WATER PLANE 3; ( T =6.2 m ) = 1.935 m.
la''' = 0.967 m.= 0.940 m.
NO. SECT 0,5 B MS 0,5B.MS FM SMA( m )
(1) (2) (3)(4) =
(5)(6) = (7) =
(2).(3) (4).(5)a 0.000 0.105 0.000 -9.211 0.000 0.000b 0.614 0.421 0.258 -9.105 -2.353 0.0971 1.750 0.605 1.059 -9.000 -9.533 3.244
1.5 2.700 2.000 5.400 -8.500 -45.900 39.366
1 = 2 = 3 =
2/3 . l . 1 m2l . 2 / 12.!/3.(1/3).l.3 m4
2.!/3.l3.4 m4
Iy - (AWL . LCF2) m4
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
la'la"
lf
(0,5B)3 .MS
(2)3.(3)
-
2 3.610 1.500 5.415 -8.000 -43.320 70.5693 4.842 4.000 19.368 -7.000 -135.576 454.0824 5.535 2.000 11.070 -6.000 -66.420 339.1435 6.009 4.000 24.036 -5.000 -120.180 867.8946 6.272 2.000 12.544 -4.000 -50.176 493.4567 6.434 4.000 25.736 -3.000 -77.208 1065.3778 6.450 2.000 12.900 -2.000 -25.800 536.6729 6.450 4.000 25.800 -1.000 -25.800 1073.345
10 6.450 2.000 12.900 0.000 0.000 536.67211 6.450 4.000 25.800 1.000 25.800 1073.34512 6.450 2.000 12.900 2.000 25.800 536.67213 6.320 4.000 25.280 3.000 75.840 1009.74414 6.140 2.000 12.280 4.000 49.120 462.95115 5.736 4.000 22.944 5.000 114.720 754.89716 4.858 2.000 9.716 6.000 58.296 229.29917 3.792 4.000 15.168 7.000 106.176 218.10518 2.705 1.500 4.058 8.000 32.460 29.689
18.5 2.028 2.000 4.056 8.500 34.476 16.68119 1.272 0.750 0.954 9.000 8.586 1.544
19.25 0.670 1.000 0.670 9.250 6.201 0.30119.5 0.472 0.493 0.233 9.500 2.210 0.052
c 0.284 0.972 0.276 9.743 2.691 0.022d 0.000 0.243 0.000 9.986 0.000 0.000
290.821 -59.890 9813.218 AWL = = 750.222 LCF = = -0.797 m. IT = = 8438.277 Iy = = 239659 IL = = 239182.493 CW = AWL / (LWL = 0.596
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.710
DESIGN BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECK BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 82.454 m. BWL = 15.219 m. Twl = 1.887 m. Vol = 2,367.502 m3.
1 = 2 = 3 =
2/3 . l . 1 m2l . 2 / 12.!/3.(1/3).l.3 m4
2.!/3.l3.4 m4
Iy - (AWL . LCF2) m4
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
-
l = 3.870 m.= 0.390 m.
WATER PLANE 2; ( T =6.2 m ) = 1.935 m.
la''' 0.967 m.= 0.807 m.
NO. SECT 0,5 B
MS 0,5B.MS FM SMA( m )
(1) (2) (3) (4) = (5) (6) = (7) =(2).(3) (4).(5)a 0.000 0.101 0.000 -9.202 0.000 0.000b 0.388 0.403 0.157 -9.101 -1.425 0.0241 1.624 0.601 0.976 -9.000 -8.782 2.573
1.5 2.470 2.000 4.940 -8.500 -41.990 30.1382 3.357 1.500 5.036 -8.000 -40.284 56.7473 4.505 4.000 18.020 -7.000 -126.140 365.7164 5.261 2.000 10.522 -6.000 -63.132 291.2295 5.809 4.000 23.236 -5.000 -116.180 784.0876 6.191 2.000 12.382 -4.000 -49.528 474.5837 6.388 4.000 25.552 -3.000 -76.656 1042.6898 6.410 2.000 12.820 -2.000 -25.640 526.7499 6.410 4.000 25.640 -1.000 -25.640 1053.499
10 6.410 2.000 12.820 0.000 0.000 526.74911 6.410 4.000 25.640 1.000 25.640 1053.49912 6.410 2.000 12.820 2.000 25.640 526.74913 6.290 4.000 25.160 3.000 75.480 995.43314 6.046 2.000 12.092 4.000 48.368 442.01215 5.528 4.000 22.112 5.000 110.560 675.71616 4.585 2.000 9.170 6.000 55.020 192.77417 3.528 4.000 14.112 7.000 98.784 175.64918 2.453 1.500 3.680 8.000 29.436 22.140
18.5 1.868 2.000 3.736 8.500 31.756 13.03619 1.161 0.750 0.871 9.000 7.837 1.174
19.25 0.511 1.000 0.511 9.250 4.725 0.13319.5 0.361 0.459 0.166 9.500 1.573 0.022
c 0.232 0.834 0.194 9.709 1.881 0.010d 0.000 0.209 0.000 9.917 0.000 0.000
282.362 -58.697 9253.133 AWL = = 728.400 LCF = = -0.804 m. IT = = 7956.666 Iy = = 225687 IL = = 225215.362 CW = AWL / (LWL = 0.580
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.710
DESIGN
BY
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
la'la"
lf
(0,5B)3 .MS
(2)3.(3)
1 = 2 = 3 =
2/3 . l . 1 m2l . 2 / 12.!/3.(1/3).l.3 m4
2.!/3.l3.4 m4
Iy - (AWL . LCF2) m4
CB
-
LWL = 79.325 m. = 0.980 DESIGN DATE
LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECK BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 81.597 m. BWL = 14.756 m. Twl = 0.943 m. Vol = 1,135.795 m3. l = 3.870 m.
= 0.208 m.
WATER PLANE 1; ( T =6.2 m ) = 1.935 m.
la''' = 0.967 m.= 0.551 m.
NO. SECT 0,5 B
MS 0,5B.MS FM SMA( m )
(1) (2) (3)(4) =
(5)(6) = (7) =
(2).(3) (4).(5)a 0.000 0.054 0.000 -9.108 0.000 0.000b 0.222 0.215 0.048 -9.054 -0.433 0.0021 1.463 0.554 0.810 -9.000 -7.292 1.734
1.5 2.190 2.000 4.380 -8.500 -37.230 21.0072 2.910 1.500 4.365 -8.000 -34.920 36.9633 3.939 4.000 15.756 -7.000 -110.292 244.4664 4.800 2.000 9.600 -6.000 -57.600 221.1845 5.453 4.000 21.812 -5.000 -109.060 648.5846 5.954 2.000 11.908 -4.000 -47.632 422.1407 6.239 4.000 24.956 -3.000 -74.868 971.4158 6.270 2.000 12.540 -2.000 -25.080 492.9849 6.270 4.000 25.080 -1.000 -25.080 985.968
10 6.270 2.000 12.540 0.000 0.000 492.98411 6.270 4.000 25.080 1.000 25.080 985.96812 6.270 2.000 12.540 2.000 25.080 492.98413 6.090 4.000 24.360 3.000 73.080 903.46614 5.737 2.000 11.474 4.000 45.896 377.64615 5.160 4.000 20.640 5.000 103.200 549.55216 4.200 2.000 8.400 6.000 50.400 148.17617 3.077 4.000 12.308 7.000 86.156 116.53118 2.104 1.500 3.156 8.000 25.248 13.971
18.5 1.594 2.000 3.188 8.500 27.098 8.10019 0.953 0.750 0.715 9.000 6.433 0.649
19.25 0.361 1.000 0.361 9.250 3.337 0.04719.5 0.247 0.392 0.097 9.500 0.921 0.006
c 0.161 0.570 0.092 9.642 0.887 0.002d 0.000 0.142 0.000 9.785 0.000 0.000
266.205 -56.671 8136.529 AWL = = 686.721
CM
CWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
la'la"
lf
(0,5B)3 .MS
(2)3.(3)
1 = 2 = 3 =
2/3 . l . 1 m2
-
LCF = = -0.824 m. IT = = 6996.511 Iy = = 203039 IL = = 202573.087 CW = AWL / (LWL = 0.570
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.710
DESIGN
BY LWL = 79.325 m. = 0.980 DATE
LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECK BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = #REF! SIGN
= #REF! APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 80.949 m. BWL = 14.018 m. Twl = 0.472 m. Vol = 535.220 m3. l = 3.870 m.
= 0.083 m.
WATER PLANE 0.5; ( T =6.2 m ) = 1.935 m.
la''' = 0.967 m.= 0.550 m.
NO. SECT 0,5 B
MS 0,5B.MS FM SMA( m )
(1) (2) (3)(4) =
(5)(6) = (7) =
(2).(3) (4).(5)a 0.000 0.021 0.000 -9.043 0.000 0.000b 0.260 0.086 0.022 -9.021 -0.201 0.0021 1.010 0.521 0.527 -9.000 -4.740 0.537
1.5 1.630 2.000 3.260 -8.500 -27.710 8.6612 2.257 1.500 3.386 -8.000 -27.084 17.2463 3.301 4.000 13.204 -7.000 -92.428 143.8794 4.304 2.000 8.608 -6.000 -51.648 159.4585 4.970 4.000 19.880 -5.000 -99.400 491.0546 5.498 2.000 10.996 -4.000 -43.984 332.3877 5.851 4.000 23.404 -3.000 -70.212 801.2178 5.890 2.000 11.780 -2.000 -23.560 408.6739 5.890 4.000 23.560 -1.000 -23.560 817.346
10 5.890 2.000 11.780 0.000 0.000 408.67311 5.890 4.000 23.560 1.000 23.560 817.34612 5.890 2.000 11.780 2.000 23.560 408.673
l . 2 / 12.!/3.(1/3).l.3 m4
2.!/3.l3.4 m4
Iy - (AWL . LCF2) m4
CBCM
CWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
la'la"
lf
(0,5B)3 .MS
(2)3.(3)
-
13 5.754 4.000 23.016 3.000 69.048 762.02614 5.347 2.000 10.694 4.000 42.776 305.74615 4.660 4.000 18.640 5.000 93.200 404.77916 3.689 2.000 7.378 6.000 44.268 100.40517 2.632 4.000 10.528 7.000 73.696 72.93218 1.774 1.500 2.661 8.000 21.288 8.374
18.5 1.264 2.000 2.528 8.500 21.488 4.03919 0.689 0.750 0.517 9.000 4.651 0.245
19.25 0.254 1.000 0.254 9.250 2.347 0.01619.5 0.130 0.392 0.051 9.500 0.484 0.001
c 0.250 0.569 0.142 9.642 1.370 0.009d 0.000 0.142 0.000 9.784 0.000 0.000
242.155 -42.792 6473.724 AWL = = 624.679 LCF = = -0.684 m. IT = = 5566.683 Iy = = 175304 IL = = 175011.609 CW = AWL / (LWL = 0.551
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.710
DESIGN BY
LWL = 79.325 m. = 0.980 DATE LBP = 77.390 m. = 0.820 SIGN B = 12.900 m. = 0.720
CHECK BY
H = 7.640 m. = 0.870 DATE T = 5.660 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 71.388 m. BWL = 9.211 m. Twl = - m. Vol = - m3 l = 3.870 m.
= 0.967 m.
WATER PLANE 0; ( T =6.2 m ) = 1.935 m.= 1.935 m.
NO. SECT 0,5 B MS 0,5B.MS FM SMA( m )
(1) (2) (3)(4) =
(5)(6) = (7) =
(2).(3) (4).(5)1 0.000 0.500 0.000 -9.000 0.000 0.000
1.5 0.360 2.000 0.720 -8.500 -6.120 0.0932 0.780 1.500 1.170 -8.000 -9.360 0.712
1 = 2 = 3 =
2/3 . l . 1 m2l . 2 / 12.!/3.(1/3).l.3 m42.!/3.l3.4 m4Iy - (AWL . LCF2) m4
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
la'la"lf
(0,5B)3 .MS
(2)3.(3)
-
3 1.660 4.000 6.640 -7.000 -46.480 18.2974 2.626 2.000 5.252 -6.000 -31.512 36.2175 3.419 4.000 13.676 -5.000 -68.380 159.8666 4.094 2.000 8.188 -4.000 -32.752 137.2387 4.510 4.000 18.040 -3.000 -54.120 366.9358 4.605 2.000 9.211 -2.000 -18.422 195.3669 4.605 4.000 18.422 -1.000 -18.422 390.732
10 4.605 2.000 9.211 0.000 0.000 195.36611 4.605 4.000 18.422 1.000 18.422 390.73212 4.605 2.000 9.211 2.000 18.422 195.36613 4.517 4.000 18.068 3.000 54.204 368.64714 4.000 2.000 8.000 4.000 32.000 128.00015 3.274 4.000 13.096 5.000 65.480 140.37716 2.334 2.000 4.668 6.000 28.008 25.42917 1.431 4.000 5.724 7.000 40.068 11.72118 0.658 1.500 0.987 8.000 7.896 0.427
18.5 0.425 2.000 0.850 8.500 7.225 0.15419 0.000 0.500 0.000 9.000 0.000 0.000
169.555 -13.843 2761.676 AWL = = 437.396 LCF = = -0.316 m. IT = = 2374.734 Iy = = 99586 IL = = 99542.258 CW = AWL / (LWL = 0.665
1 = 2 = 3 =
2/3 . l . 1 m2l . 2 / 12.!/3.(1/3).l.3 m4
2.!/3.l3.4 m4
Iy - (AWL . LCF2) m4
-
(8) =
87.097352.590270.525707.921346.923663.111469.920
1059.380424.584624.900205.600232.200
51.60025.800
0.00025.80051.600
232.200204.800603.600383.184839.468287.520320.212
0,5B.MS.FM2
(2).(3).(5)2
-
120.123144.400
0.000
8735.058
0,5B.MS.FM2
(8) =(2).(3).(5)2
0.000157.059228.447633.555
4 =
-
307.800634.355460.800
1050.952421.488623.700204.480231.480
51.60025.800
0.00025.80051.600
229.680201.920598.900379.368826.532286.176316.31188.695
100.00535.95051.064
0.000
8223.518
LINES PLAN LOA = 85.606 m. = LWL = 79.325 m. = LBP = 77.390 m. = B = 12.900 m. = H = 7.640 m. = T = 5.660 m. =
= BHP = APP. HP V = 13 Knot
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
-
WATER PLANE 4.5; ( T =6.2 m )
NO. SECT 0,5 B MS ( m )
(8) =(1) (2) (3)
0.000 a 0.000 0.280115.644 b 1.402 1.11885.895 1 2.541 0.780
203.827 1.5 3.526 2.000201.812 2 4.290 1.500576.122 3 5.200 4.000438.528 4 5.754 2.000
1038.408 5 6.182 4.000417.600 6 6.320 2.000621.900 7 6.434 4.000202.880 8 6.450 2.000231.804 9 6.450 4.000
51.600 10 6.450 2.00025.800 11 6.450 4.000
0.000 12 6.450 2.00025.800 13 6.350 4.00051.600 14 6.223 2.000
228.600 15 5.889 4.000200.224 16 5.113 2.000594.300 17 4.057 4.000374.400 18 2.925 1.500813.596 18.5 2.142 2.000283.488 19 1.409 0.750312.120 19.25 0.935 1.000
87.662 19.5 0.673 0.59689.618 c 0.390 1.38333.130 d 0.000 0.34645.559
0.000 AWL = =
7351.916 LCF = = IT = = Iy = = IL = = CW = AWL / (LWL . BWL) =
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
0,5B.MS.FM2
(2).(3).(5)2
4 = 2/3 . l . 1l . 2 / 12.!/3.(1/3).l.32.!/3.l3.4Iy - (AWL . LCF2)
-
LINES PLAN LOA = 85.606 m. = LWL = 79.325 m. = LBP = 77.390 m. = B = 12.900 m. = H = 7.640 m. = T = 5.660 m. =
= BHP = APP. HP V = 13 Knot
WATER PLANE 3.5; ( T =6.2 m )
NO. SECT 0,5 B MS ( m )
(8) =(1) (2) (3)0
0.000 a 0.000 0.08945.592 b 0.767 0.357
106.115 1 1.890 0.589440.725 1.5 2.826 2.000378.240 2 3.740 1.500997.248 3 4.960 4.000410.328 4 5.626 2.000612.800 5 6.073 4.000201.600 6 6.290 2.000231.624 7 6.434 4.000
51.600 8 6.450 2.00025.800 9 6.450 4.000
0.000 10 6.450 2.00025.800 11 6.450 4.00051.600 12 6.450 2.000
227.880 13 6.320 4.000198.560 14 6.180 2.000
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
0,5B.MS.FM2
(2).(3).(5)2
-
583.500 15 5.783 4.000362.016 16 4.943 2.000778.904 17 3.885 4.000276.192 18 2.790 1.500305.329 18.5 2.075 2.000
83.471 19 1.323 0.75071.693 19.25 0.759 1.00026.696 19.5 0.523 0.50434.425 c 0.302 1.018
0.000 d 0.000 0.254
6527.736 AWL = = LCF = = IT = = Iy = = IL = = CW = AWL / (LWL . BWL) =
LINES PLAN LOA = 85.606 m. = LWL = 79.325 m. = LBP = 77.390 m. = B = 12.900 m. = H = 7.640 m. = T = 5.660 m. =
= BHP = #REF! HP V = 13 Knot
WATER PLANE 2.5; ( T =6.2 m )
NO. SECT 0,5 B MS ( m )
(8) =(1) (2) (3)
0.000 a 0.000 0.11221.426 b 0.494 0.44785.795 1 1.674 0.612
390.150 1.5 2.580 2.000
4 =
2/3 . l . 1l . 2 / 12.!/3.(1/3).l.32.!/3.l3.4Iy - (AWL . LCF2)
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
0,5B.MS.FM2
(2).(3).(5)2
-
346.560 2 3.500 1.500949.032 3 4.680 4.000398.520 4 5.400 2.000600.900 5 5.909 4.000200.704 6 6.237 2.000231.624 7 6.428 4.000
51.600 8 6.450 2.00025.800 9 6.450 4.000
0.000 10 6.450 2.00025.800 11 6.450 4.00051.600 12 6.450 2.000
227.520 13 6.320 4.000196.480 14 6.107 2.000573.600 15 5.642 4.000349.776 16 4.726 2.000743.232 17 3.660 4.000259.680 18 2.574 1.500293.046 18.5 1.962 2.000
77.274 19 1.221 0.75057.361 19.25 0.587 1.00020.998 19.5 0.428 0.47826.214 c 0.2585 0.911
0.000 d 0.000 0.228
6204.692 AWL = = LCF = = IT = = Iy = = IL = = CW = AWL / (LWL . BWL) =
LINES PLAN LOA = 85.606 m. = LWL = 79.325 m. = LBP = 77.390 m. = B = 12.900 m. = H = 7.640 m. = T = 5.660 m. =
= BHP = APP. HP V = 13 Knot
4 =
2/3 . l . 1l . 2 / 12.!/3.(1/3).l.32.!/3.l3.4Iy - (AWL . LCF2)
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
-
WATER PLANE 1.5; ( T =6.2 m )
NO. SECT MS 0,5 B(8) = ( m )
(1) (2) (3)0.00012.966 a 0.000 0.06179.037 b 0.347 0.245
356.915 1 1.568 0.561322.272 1.5 2.350 2.000882.980 2 3.173 1.500378.792 3 4.295 4.000580.900 4 5.043 2.000198.112 5 5.653 4.000229.968 6 6.104 2.000
51.280 7 6.330 4.00025.640 8 6.350 2.000
0.000 9 6.350 4.00025.640 10 6.350 2.00051.280 11 6.350 4.000
226.440 12 6.350 2.000193.472 13 6.210 4.000552.800 14 5.941 2.000330.120 15 5.400 4.000691.488 16 4.425 2.000235.488 17 3.340 4.000269.926 18 2.292 1.500
70.531 18.5 1.745 2.00043.705 19 1.067 0.75014.941 19.25 0.442 1.00018.263 19.5 0.308 0.430
0.000 c 0.199 0.720d 0.000 0.180
5842.956
AWL = = LCF = = IT = = Iy = = IL = = CW = AWL / (LWL . BWL) =
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
0,5B.MS.FM2
(2).(3).(5)2
4 =
2/3 . l . 1l . 2 / 12.!/3.(1/3).l.32.!/3.l3.4Iy - (AWL . LCF2)
-
LINES PLAN LOA = 85.606 m. = LWL = 79.325 m. = LBP = 77.390 m. = B = 12.900 m. = H = 7.640 m. = T = 5.660 m. =
= BHP = APP. HP V = 13 Knot
WATER PLANE 0.75; ( T =6.2 m ) (8) =
NO. SECT 0,5 B MS 0.000 ( m )3.922
(1) (2) (3)65.625316.455 a 0.000 0.052279.360 b 0.172 0.103772.044 1 1.289 0.552345.600 1.5 1.961 2.000545.300 2 2.640 1.500190.528 3 3.693 4.000224.604 4 4.600 2.000
50.160 5 5.261 4.00025.080 6 5.772 2.000
0.000 7 6.094 4.00025.080 8 6.120 2.00050.160 9 6.120 4.000
219.240 10 6.120 2.000183.584 11 6.120 4.000516.000 12 6.120 2.000302.400 13 5.970 4.000603.092 14 5.583 2.000201.984 15 4.972 4.000230.333 16 4.000 2.000
57.895 17 2.896 4.00030.871 18 1.991 1.500
8.749 18.5 1.472 2.0008.552 19 0.854 0.7500.000 19.25 0.311 1.000
19.5 0.200 0.3555256.617 c 0.134 0.419
d 0.000 0.105
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
0,5B.MS.FM2
(2).(3).(5)2
4 =
-
AWL = = LCF = = IT = = Iy = = IL = = CW = AWL / (LWL . BWL) =
LINES PLAN LOA = 85.606 m. = LWL = 79.325 m. = LBP = 77.390 m. = B = 12.900 m. = H = 7.640 m. = T = 5.660 m. =
= BHP = APP. HP V = 13 Knot
WATER PLANE 0.25; ( T =6.2 m )
(8) = NO. SECT
0,5 B MS
( m )0.000
(1) (2) (3)1.81842.662 a 0.000 0.040
235.535 b 0.0719 0.160216.672 1 0.550 0.540646.996 1.5 1.110 2.000309.888 2 1.720 1.500497.000 3 2.581 4.000175.936 4 3.666 2.000210.636 5 4.395 4.000
47.120 6 5.015 2.00023.560 7 5.449 4.000
0.000 8 5.580 2.00023.560 9 5.580 4.00047.120 10 5.580 2.000
2/3 . l . 1l . 2 / 12.!/3.(1/3).l.32.!/3.l3.4Iy - (AWL . LCF2)
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
0,5B.MS.FM2
(2).(3).(5)2
-
207.144 11 5.580 4.000171.104 12 5.580 2.000466.000 13 5.370 4.000265.608 14 4.908 2.000515.872 15 4.123 4.000170.304 16 3.160 2.000182.648 17 2.208 4.000
41.857 18 1.377 1.50021.707 18.5 0.896 2.000
4.601 19 0.425 0.76613.209 c 0.217 1.066
0.000 d 0.000 0.266
4538.557 AWL = = LCF = = IT = = Iy = = IL = = CW = AWL / (LWL . BWL) =
(8) =
0.00052.02074.880
4 =
2/3 . l . 1l . 2 / 12.!/3.(1/3).l.32.!/3.l3.4Iy - (AWL . LCF2)
0,5B.MS.FM2
(2).(3).(5)2
0 2 4 6 8 10 12 14 16 18 200.000
0.500
1.000
1.500
2.000
2.500
3.000
3.500
4.000
4.500
5.000
WL 0
-
325.360189.072341.900131.008162.360
36.84418.422
0.00018.42236.844
162.612128.000327.400168.048280.476
63.16861.413
0.000
2578.2484 =
0 2 4 6 8 10 12 14 16 18 200.000
0.500
1.000
1.500
2.000
2.500
3.000
3.500
4.000
4.500
5.000
WL 0
-
-5.00 0.00 5.00 10.00 15.00 20.00 25.000.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
DWL
-
0 5 10 15 20 250.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000WL 5.5
-
LINES PLAN SHEET :
REV. : 0.710
DESIGN BY
0.980 DATE 0.820 SIGN 0.720
CHECK BY
0.870 DATE - SIGN -
APP. BY DATE SIGN
LWL = 84.298 m. BWL = 15.219 m.
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
0 5 10 15 20 250.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000WL 5
-
Twl = 4.245 m. Vol = 5,446.056 m3. l = 3.870 m.
= 1.082 m.
WATER PLANE 4.5; ( T =6.2 m ) = 1.935 m.
la''' = 0.967 m.= 1.338 m.
0,5B.MS FM SMA
(4) =(5)
(6) = (7) = (8) =(2).(3) (4).(5)0.000 -9.559 0.000 0.000 0.0001.568 -9.280 -14.546 3.079 134.9821.981 -9.000 -17.829 12.790 160.4577.052 -8.500 -59.942 87.675 509.5076.435 -8.000 -51.480 118.430 411.840
20.800 -7.000 -145.600 562.432 1019.20011.508 -6.000 -69.048 381.013 414.28824.728 -5.000 -123.640 945.033 618.20012.640 -4.000 -50.560 504.872 202.24025.736 -3.000 -77.208 1065.377 231.62412.900 -2.000 -25.800 536.672 51.60025.800 -1.000 -25.800 1073.345 25.80012.900 0.000 0.000 536.672 0.00025.800 1.000 25.800 1073.345 25.80012.900 2.000 25.800 536.672 51.60025.400 3.000 76.200 1024.192 228.60012.446 4.000 49.784 481.980 199.13623.556 5.000 117.780 816.930 588.90010.226 6.000 61.356 267.336 368.13616.228 7.000 113.596 267.101 795.172
4.388 8.000 35.100 37.538 280.8004.284 8.500 36.414 19.656 309.5191.057 9.000 9.511 2.098 85.5970.935 9.250 8.645 0.816 79.9670.401 9.500 3.809 0.182 36.1840.540 9.846 5.314 0.082 52.3230.000 10.191 0.000 0.000 0.000
302.207 -92.344 10355.317 6881.471779.593
-1.182 m.8904.422
265800264709.854
0.608
la'la"
lf
(0,5B)3 .MS 0,5B.MS.FM2
(2)3.(3) (2).(3).(5)2
1 = 2 = 3 = 4 =
m2
m4
m4
m4
0 5 10 15 20 250.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000WL 5
0 5 10 15 20 250.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000 WL 4.5
-
LINES PLAN SHEET :
REV. : 0.710
DESIGN BY
0.980 DATE 0.820 SIGN 0.720
CHECK BY
0.870 DATE - SIGN -
APP. BY DATE SIGN
LWL = 82.718 m. BWL = 15.219 m. Twl = 3.302 m. Vol = 4,156.429 m3. l = 3.870 m.
= 0.345 m.
WATER PLANE 3.5; ( T =6.2 m ) = 1.935 m.
la''' = 0.967 m.= 0.985 m.
0,5B.MS FM SMA
(4) =(5)
(6) = (7) = (8) =(2).(3) (4).(5)0.000 -9.178 0.000 0.000 0.0000.273 -9.089 -2.486 0.161 22.5931.114 -9.000 -10.022 3.978 90.1985.652 -8.500 -48.042 45.138 408.3575.610 -8.000 -44.880 78.470 359.040
19.840 -7.000 -138.880 488.096 972.16011.252 -6.000 -67.512 356.147 405.07224.292 -5.000 -121.460 895.921 607.30012.580 -4.000 -50.320 497.716 201.28025.736 -3.000 -77.208 1065.377 231.62412.900 -2.000 -25.800 536.672 51.60025.800 -1.000 -25.800 1073.345 25.80012.900 0.000 0.000 536.672 0.00025.800 1.000 25.800 1073.345 25.80012.900 2.000 25.800 536.672 51.60025.280 3.000 75.840 1009.744 227.52012.360 4.000 49.440 472.058 197.760
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
la'la"
lf
(0,5B)3 .MS 0,5B.MS.FM2
(2)3.(3) (2).(3).(5)2
0 5 10 15 20 250.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000 WL 4
0 5 10 15 20 250.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000WL 3.5
-
23.132 5.000 115.660 773.606 578.3009.886 6.000 59.316 241.547 355.896
15.540 7.000 108.780 234.549 761.4604.185 8.000 33.480 32.576 267.8404.150 8.500 35.275 17.868 299.8380.992 9.000 8.930 1.737 80.3720.759 9.250 7.023 0.438 64.9590.264 9.500 2.506 0.072 23.8100.308 9.754 3.002 0.028 29.2850.000 10.009 0.000 0.000 0.000
293.505 -61.557 9971.933 6339.465757.145
-0.812 m.8574.754
244865244365.862
0.601
LINES PLAN SHEET :
REV. : 0.710
DESIGN BY
0.980 DATE 0.820 SIGN 0.720
CHECK BY
0.870 DATE - SIGN -
APP. BY DATE SIGN
LWL = 82.687 m. BWL = 15.219 m. Twl = 2.358 m. Vol = 2,967.751 m3. l = 3.870 m.
= 0.433 m.
WATER PLANE 2.5; ( T =6.2 m ) = 1.935 m.
la''' = 0.967 m.= 0.881 m.
0,5B.MS FM SMA
(4) =(5)
(6) = (7) = (8) =(2).(3) (4).(5)0.000 -9.224 0.000 0.000 0.0000.221 -9.112 -2.014 0.054 18.3531.024 -9.000 -9.218 2.870 82.9605.160 -8.500 -43.860 34.347 372.810
1 = 2 = 3 = 4 =
m2
m4
m4
m4
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
la'la"
lf
(0,5B)3 .MS 0,5B.MS.FM2
(2)3.(3) (2).(3).(5)2
0 5 10 15 20 250.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000WL 3.5
0 5 10 15 20 250.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000WL 3
0 2 4 6 8 10 12 14 16 18 200.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000WL 2.5
-
5.250 -8.000 -42.000 64.313 336.00018.720 -7.000 -131.040 410.013 917.28010.800 -6.000 -64.800 314.928 388.80023.636 -5.000 -118.180 825.281 590.90012.474 -4.000 -49.896 485.241 199.58425.712 -3.000 -77.136 1062.399 231.40812.900 -2.000 -25.800 536.672 51.60025.800 -1.000 -25.8