Ukuran Utama Panjang kapal
92.98 m 4.654.65
95.30 m 8.32 Lebar Kapal 2.08
16.65 m 0.9081 Sarat Kapal
5.45 m 21.79 3.632254tinggi Kapal
7.87 m 31.47953Koefisien Bentuk
LBP =LWL = LBPr x 1,025LWL =
B =
T =
H =
Koefisien Blok
Cb = 0.65
Koefisien Midship
Series 60Cm = 0.98
Koefisien Waterline
Series 60Cw = 0.78
Koefisien Prismatik Horizontal
Cph = 0.659
Koefisien Prismatik Vertikal
Cpv = 0.829
Volume Tanapa Bulbous BowV = Lwl x B x T x Cb = 5582.82Desain Bulbous
Lbp = 92.98 m 4.65Lwl = 95.30 mB = 16.65 mT = 5.4 mH = 7.87 mV = 14 knotCb = 0.65Cm = 0.98Volume = Lwl x B x T x Cb = 5582.82Amidship= B x T x Cm = 88.92
1.025c = Faktor kulit = 1.0075
5765.31
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
=
0.454
Height offset Body Plan) 4.54 3.63 2.72 1.82 0.91
0.45403 0.22702
Hidrostatika kapal
Syarifuddin YaminD31106019
LINES PLAN SHEET : REV. : LOA = m. = 0.65
DESIGN BY
LWL = 95.300 m. = 0.98 DATE LBP = 92.98 m. = 0.78 SIGN B = 16.65 m. = 0.83
CHECK BY
H = 7.87 m. = 0.86 DATE T = 5.45 m. = 4.54 SIGN
= 3.63 APP.
BY BHP = - HP DATE V = 14 Knot SIGN
DWL Design
LWL = 95.300 m. BWL = 16.648 m. l = 4.649 m.
= 1.162 m.
WATER PLANE 6; ( T = 6,2 m ) = 2.324 = 2.324 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 1.600 0.25 0.400 -10.500 -4.200 1.024 44.100-0.25 2.120 1 2.120 -10.250 -21.730 9.528 222.732
0 2.640 0.75 1.980 -10.000 -19.800 13.800 198.0000.5 3.650 2 7.300 -9.500 -69.350 97.254 658.825
1 4.530 1 4.530 -9.000 -40.770 92.960 366.9301.5 5.380 2 10.760 -8.500 -91.460 311.442 777.410
2 6.140 2 9.210 -8.000 -73.680 347.213 589.4403 7.370 4 29.480 -7.000 -206.360 1601.262 1444.5204 8.000 2 16.000 -6.000 -96.000 1024.000 576.0005 8.250 4 33.000 -5.000 -165.000 2246.063 825.0006 8.280 2 16.560 -4.000 -66.240 1135.327 264.9607 8.300 4 33.200 -3.000 -99.600 2287.148 298.8008 8.324 2 16.648 -2.000 -33.296 1153.487 66.5919 8.324 4 33.296 -1.000 -33.296 2306.975 33.296
10 8.324 2 16.648 0.000 0.000 1153.487 0.00011 8.324 4 33.296 1.000 33.296 2306.975 33.29612 8.324 2 16.648 2.000 33.296 1153.487 66.59113 8.300 4 33.200 3.000 99.600 2287.148 298.80014 7.950 2 15.900 4.000 63.600 1004.920 254.40015 6.970 4 27.880 5.000 139.400 1354.435 697.00016 5.760 2 11.520 6.000 69.120 382.206 414.72017 4.360 4 17.440 7.000 122.080 331.527 854.56018 2.890 1.50 4.335 8.000 34.680 36.206 277.440
18.5 2.200 2 4.400 8.500 37.400 21.296 317.90019 1.440 1 1.440 9.000 12.960 2.986 116.640
19.5 0.720 2 1.440 9.500 13.680 0.746 129.96020 0.000 0.50 0.000 10.000 0.000 0.000 0.000
398.630 -361.670 22662.904 9827.911 AWL = = 1235.428 LCF = = -4.218 m. IT = = 23412.191 Iy = = 658244.178 IL = = 636266.541 CW = AWL / (LWL . BWL) = 0.779
Koreksi Water Line = 1,235.360
Koreksi =
= 0.005 %
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
(AWLAWLrancangan )AWL
x100
Hidrostatika kapal
Syarifuddin YaminD31106019
Perhitungan Radius Bilga
B = 16.65 mT = 5.45 mCm = 0.98R = 2.037 m
l = 0.45403 m l' = 0.22702 m
GADING SARAT ORDINAT FS HASIL KALII II III IV III*IV = V
10
0 6.287 0.5 3.1430.25 7.223 2 14.4450.5 7.570 1 7.570
0.75 7.808 2 15.6161 7.984 1.5 11.975
1.5 8.210 4 32.8402 8.313 2 16.626
2.5 8.324 4 33.2963 8.324 2 16.648
3.5 8.324 4 33.2964 8.324 2 16.648
4.5 8.324 4 33.2965 8.324 2 16.648
5.5 8.324 4 33.2966 8.324 1 8.324
= 293.66608316
= 88.923== 88.889
Koreksi == -0.038 %
A10SACA10GD 2/3 x T/12 x
[(A10GD-A10sac )/A10GD] x 100%
6.000 6.500 7.000 7.500 8.000 8.5000
1
2
3
4
5
6
7
Data Kapal Rancangan Lbp = 92.98 m 15.496
B = 16.65 mT = 5.45 mH = 7.87 m
Cb = 0.65Cm = 0.98Cw = 0.78
Cpv = 0.83Cph = 0.66
Fb = 2.42 mFn = 0.24
Displ. = 5765.31 TonVol. = 5582.82Dwt = 3750 Ton
Vs = 14 knotLwl= 95.30 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) = 1024.797 mm = 1.025 m 4.0991871/3 Ap = 11.1 (LBP/3 + 10) = 455.00974 mm = 0.455 m 1.8200391/6 Ap = 2.8 (LBP/3 +10) = 114.7772 mm = 0.115 m 0.459109
Untuk Haluan KapalFp = 50 (LBP/3 + 10) = 2049.593 mm = 2.050 m 8.1983741/3 Fp = 22.2 (LBP/3 + 10) = 910.01948 mm = 0.910 m 3.6400781/6 Fp = 5.6 (LBP/3 + 10) = 229.5545 mm = 0.230 m 0.918218
RADIUS BILGA
R = (B*T*(1-Cm)/0.4292)^0.5R = 2.037
PERENCANAAN BURITAN
# Diameter propeller KapalDP= 2/3 x T
= 2/3 x 5.45
m3
= 3.63 m
# Diameter bos propellerDbp= 1/6 x DP
= 1/6 x 3.63= 0.61 m
# Menghitung jarak antara propeller dan tinggi kemudi1). = 0.01 x DP
= 0.036 m2). = 0.09 x DP
= 0.327 m3). = 0.17 x DP
= 0.617 m4). = 0.15 x DP
= 0.544838 m5). = 0.18 x DP
= 0.653806 m6). = 0.4 x DP
= 1.453 m
# Perhitungan kemudi
1). Luas daun kemudiA = ( (T x Lbp/100) + (25 (B /Lbp ) )
= 9.542 m
2). Tinggi maksimum daun kemudih maks = 2/3 x T
= 3.632 m
3). Lebar daun kemudi= A / h maks= 2.627 m
4). Perhitungan jarak minimum antara propeller dengan tinggi buritan atau terhadap kemudi
a = 0.1 x DP= 0.363 m
b = 0.09 x DP= 0.327 m
c = 0.17 x DP= 0.617 m
d = 0.15 x DP= 0.545 m
e = 0.18 x DP= 0.654 m
f = 0.04 x DP= 0.145 m
5). Ukuran tinggi baling-baling
l = 50 x Lbp = 482.12 mm
t = 2.4 x Lbp= 23.142 mm
b = 36 x Lbp= 347.13 mm
1.820.91
15.49593
19.6810.7808
7.5528
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 0.140 0.321Wl 0.25 0.23 0.138 0.400 0.770Wl 0.5 0.45 0.200 0.560 1.100
Wl 0.75 0.68 0.240 0.680 1.270WL 1 0.91 0.260 0.767 1.390Wl 1.5 1.4 0.290 0.860 1.530WL 2 1.8 0.300 0.910 1.612Wl 2.5 2.3 0.340 0.960 1.730WL 3 2.7 0.440 1.090 1.900
WL 3.5 3.2 0.680 1.340 2.160WL 4 3.6 1.110 1.790 2.590Wl 4.5 4.1 1.730 2.450 3.250WL 5 4.5 1.80 2.590 3.360 4.130
WL 5.5 4.99 1.790 2.74 3.570 4.400 5.150WL 6 5.45 1.6 2.12 2.64 3.65 4.53 5.38 6.14Luas 0.00 0.70 2.966133 7.063332 12.46847 19.26805 27.03101
2.20 5.8676 10.30 16.0276 23.20
0.0078
-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 19.5 200.0001.0002.0003.0004.0005.0006.0007.0008.0009.000
0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.0000.0
0.5
0.9
1.4
1.8
2.3
2.7
3.2
3.6
4.1
4.5
5.0
5.4
5.9
0.0078 12-0.888 %
0.0078-0.888
0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.0000.0
0.5
0.9
1.4
1.8
2.3
2.7
3.2
3.6
4.1
4.5
5.0
5.4
5.9
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 -1.6 -2.12 -2.64 -4.53 4.770 5.220 5.690WL 5.5 5.7 -1.79 -3.57 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
10
20
30
40
50
60
70
80
90
100Sectional Area Curve
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
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
0.940 1.960 3.440 4.890 5.900 6.287 6.287 6.287 6.287 6.2871.690 2.880 4.490 6.020 6.940 7.223 7.223 7.223 7.223 7.2232.240 3.650 5.310 6.750 7.393 7.570 7.570 7.570 7.570 7.5702.570 4.150 5.840 7.140 7.670 7.808 7.808 7.808 7.808 7.8082.804 4.500 6.160 7.360 7.872 7.984 7.984 7.984 7.984 7.9843.080 4.890 6.500 7.620 8.120 8.210 8.210 8.210 8.210 8.2103.310 5.130 6.690 7.760 8.260 8.313 8.313 8.313 8.313 8.3133.550 5.350 6.850 7.850 8.295 8.324 8.324 8.324 8.324 8.3243.800 5.560 7.000 7.920 8.295 8.324 8.324 8.324 8.324 8.3244.050 5.820 7.140 7.980 8.295 8.324 8.324 8.324 8.324 8.3244.430 6.130 7.310 8.030 8.295 8.324 8.324 8.324 8.324 8.3244.980 6.530 7.530 8.080 8.295 8.324 8.324 8.324 8.324 8.3245.690 7.010 7.770 8.140 8.295 8.324 8.324 8.324 8.324 8.3246.490 7.480 8.020 8.220 8.295 8.324 8.324 8.324 8.324 8.3247.37 8.00 8.250 8.280 8.300 8.324 8.324 8.324 8.324 8.324
44.14896 60.95101 74.72235 84.00 88.12 88.89 88.89 88.89 88.89 88.89
42.00 63.20 80.10 87.80 88.80
-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 19.5 200.0001.0002.0003.0004.0005.0006.0007.0008.0009.000
0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.0000.0
0.5
0.9
1.4
1.8
2.3
2.7
3.2
3.6
4.1
4.5
5.0
5.4
5.9
0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.0000.0
1.0
2.0
3.0
4.0
5.0
6.0
s0.0078
0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.0000.0
0.5
0.9
1.4
1.8
2.3
2.7
3.2
3.6
4.1
4.5
5.0
5.4
5.9
0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.0000.0
1.0
2.0
3.0
4.0
5.0
6.0
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
10
20
30
40
50
60
70
80
90
100Sectional Area Curve
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
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
5.470 3.850 2.290 1.240 0.490 0.160 0.080 0 -6.620 5.130 3.400 2.200 1.240 0.580 0.342 0.1087.250 6.080 4.430 3.090 1.870 0.920 0.550 0.226 0.0767.570 6.710 5.260 3.800 2.430 1.200 0.730 0.340 0.1707.800 7.130 5.830 4.330 2.860 1.420 0.856 0.433 0.218.060 7.560 6.330 4.870 3.330 1.730 1.053 0.550 0.2408.220 7.760 6.560 5.140 3.590 1.950 1.230 0.650 0.2608.250 7.860 6.680 5.270 3.760 2.120 1.368 0.748 0.2808.270 7.890 6.760 5.360 3.890 2.260 1.496 0.846 0.3208.270 7.910 6.810 5.440 3.980 2.382 1.614 0.940 0.3608.270 7.920 6.850 5.510 4.050 2.480 1.732 1.040 0.4008.270 7.930 6.890 5.570 4.120 2.589 1.850 1.140 0.4548.280 7.930 6.930 5.640 4.210 2.687 1.969 1.240 0.5228.280 7.940 6.950 5.710 4.284 2.790 2.080 1.340 0.6108.300 7.950 6.970 5.760 4.36 2.890 2.20 1.44 0.720 0.000
87.47 81.76506 68.84634 54.09182 38.58694 22.63439 15.4165 8.970305 3.2201 1.155687
87.00 80.70 69.50 53.80 36.70 21.20 14.7504 9.20 4.4076 0
0.0078-0.888
-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 19.5 200.0001.0002.0003.0004.0005.0006.0007.0008.0009.000
-0.888
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
-2.00 3.00 8.00 13.00 18.000
10
20
30
40
50
60
70
80
90
100Sectional Area Curve
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 -
0.000.702.2010.3023.2042.0063.2080.1087.8088.8088.9288.9288.9288.9288.9287.0080.7069.5053.8036.7021.209.200.00
-2.00 3.00 8.00 13.00 18.000
10
20
30
40
50
60
70
80
90
100Sectional Area Curve
LINES PLAN SHEET REV. LOA = 85.606 m. = 0.65
DESIGNED BY
LWL = 95.30 m. = 0.98 DATE LBP = 92.98 m. = 0.78 SIGN B = 16.65 m. = 0.66
CHECKED BY
H = 7.87 m. = 0.83 DATE T = 5.45 m. = 4.54 SIGN
= 3.63 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. = 0.646
DESIGNED BY
LWL = 95.30 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECKED BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = 4.540 SIGN
= 3.632 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.
= 2.966 t3 = 0.409 m.
= 7.063 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 2.74 4 10.9605.000 0.000 1 0.000 6.000 3.650 1 3.650
0.000 0.000 16.514 4.9985.000 0.000 1 0.000 6.000 3.650 1 3.6505.500 1.790 4 7.160 6.500 4.6875 4 18.7506.000 2.640 1 2.640 7.000 5.0395 1 5.040
9.800 2.966 27.4395 7.4826.000 2.640 1 2.640 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
25.562 6.970 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 = 7.063A Rancangan = 2.966
A SAC = 7.063A SAC = 2.966
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. = 0.646
DESIGNED BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECKED BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = 4.540 SIGN
= 3.632 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.
= 12.468 t3 = 0.409 m.
= 19.268 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 0.140 1 0.1400.250 0.138 4 0.551 0.250 0.400 4 1.6000.500 0.200 1 0.200 0.500 0.560 1 0.560
0.751 0.114 2.300 0.3480.500 0.200 1 0.200 0.500 0.560 1 0.5600.750 0.240 4 0.960 0.750 0.680 4 2.7201.000 0.260 1 0.260 1.000 0.767 1 0.767
1.420 0.215 4.047 0.6121.000 0.260 1 0.260 1.000 0.767 1 0.7671.500 0.290 4 1.160 1.500 0.860 4 3.4402.000 0.300 1 0.300 2.000 0.910 1 0.910
1.720 0.521 5.117 1.5492.000 0.300 1 0.300 2.000 0.910 1 0.9102.500 0.340 4 1.360 2.500 0.960 4 3.8403.000 0.440 1 0.440 3.000 1.090 1 1.090
2.100 0.636 5.840 1.7683.000 0.440 1 0.440 3.000 1.090 1 1.0903.500 0.680 4 2.720 3.500 1.340 4 5.3604.000 1.110 1 1.110 4.000 1.790 1 1.790
4.270 1.292 8.240 2.4944.000 1.110 1 1.110 4.000 1.790 1 1.7904.500 1.730 4 6.920 4.500 2.450 4 9.8005.000 2.590 1 2.590 5.000 3.360 1 3.360
10.620 3.214 14.950 4.5255.000 2.590 1 2.590 5.000 3.360 1 3.3605.500 3.570 4 14.280 5.500 4.400 4 17.6006.000 4.530 1 4.530 6.000 5.380 1 5.380
21.400 6.477 26.340 7.9726.000 4.530 1 4.530 6.000 5.380 1 5.3806.500 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
32.012 8.729 34.530 9.4157.000 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 = 12.468 A Rancangan = 19.268
A SAC = 12.468 A SAC = 19.268
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. = 0.646
DESIGNED BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECKED BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = 4.540 SIGN
= 3.632 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.
= 27.031 t3 = 0.409 m.
= 44.149 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 0.321 1 0.321 0.000 0.940 1 0.9400.250 0.770 4 3.080 0.250 1.690 4 6.7600.500 1.100 1 1.100 0.500 2.240 1 2.240
4.501 0.681 9.940 1.5040.500 1.100 1 1.100 0.500 2.240 1 2.2400.750 1.270 4 5.080 0.750 2.570 4 10.2801.000 1.390 1 1.390 1.000 2.804 1 2.804
7.570 1.146 15.324 2.3191.000 1.390 1 1.390 1.000 2.804 1 2.8041.500 1.530 4 6.120 1.500 3.080 4 12.3202.000 1.612 1 1.612 2.000 3.310 1 3.310
9.122 2.761 18.434 5.5792.000 1.612 1 1.612 2.000 3.310 1 3.3102.500 1.730 4 6.920 2.500 3.550 4 14.2003.000 1.900 1 1.900 3.000 3.800 1 3.800
10.432 3.157 21.310 6.4503.000 1.900 1 1.900 3.000 3.800 1 3.8003.500 2.160 4 8.640 3.500 4.050 4 16.2004.000 2.590 1 2.590 4.000 4.430 1 4.430
13.130 3.974 24.430 7.3944.000 2.590 1 2.590 4.000 4.430 1 4.4304.500 3.250 4 13.000 4.500 4.980 4 19.9205.000 4.130 1 4.130 5.000 5.690 1 5.690
19.720 5.969 30.040 9.0925.000 4.130 1 4.130 5.000 5.690 1 5.6905.500 5.150 4 20.600 5.500 6.490 4 25.9606.000 6.140 1 6.140 6.000 7.370 1 7.370
30.870 9.343 39.020 11.8106.000 6.140 1 6.140 6.000 7.370 1 7.3706.500 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
37.188 10.140 41.245 11.2467.000 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 = 27.031 A Rancangan = 44.149
A SAC = 27.031 A SAC = 44.149
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. = 0.646
DESIGNED BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECKED BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = 4.540 SIGN
= 3.632 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.
= 60.951 t3 = 0.409 m.
= 74.722 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 1.960 1 1.960 0.000 3.440 1 3.4400.250 2.880 4 11.520 0.250 4.490 4 17.9600.500 3.650 1 3.650 0.500 5.310 1 5.310
17.130 2.592 26.710 4.0420.500 3.650 1 3.650 0.500 5.310 1 5.3100.750 4.150 4 16.600 0.750 5.840 4 23.3601.000 4.500 1 4.500 1.000 6.160 1 6.160
24.750 3.746 34.830 5.2711.000 4.500 1 4.500 1.000 6.160 1 6.1601.500 4.890 4 19.560 1.500 6.500 4 26.0002.000 5.130 1 5.130 2.000 6.690 1 6.690
29.190 8.835 38.850 11.7592.000 5.130 1 5.130 2.000 6.690 1 6.6902.500 5.350 4 21.400 2.500 6.850 4 27.4003.000 5.560 1 5.560 3.000 7.000 1 7.000
32.090 9.713 41.090 12.4373.000 5.560 1 5.560 3.000 7.000 1 7.0003.500 5.820 4 23.280 3.500 7.140 4 28.5604.000 6.130 1 6.130 4.000 7.310 1 7.310
34.970 10.584 42.870 12.9754.000 6.130 1 6.130 4.000 7.310 1 7.3104.500 6.530 4 26.120 4.500 7.530 4 30.1205.000 7.010 1 7.010 5.000 7.770 1 7.770
39.260 11.883 45.200 13.6815.000 7.010 1 7.010 5.000 7.770 1 7.7705.500 7.480 4 29.920 5.500 8.020 4 32.0806.000 8.000 1 8.000 6.000 8.250 1 8.250
44.930 13.599 48.100 14.5586.000 8.000 1 8.000 6.000 8.250 1 8.2506.500 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
44.135 12.034 45.655 12.4497.000 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 = 74.722A Rancangan = 60.951
A SAC = 74.722A SAC = 60.951
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. = 0.646
DESIGNED BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECKED BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = 4.540 SIGN
= 3.632 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.
= 84.001 t3 = 0.409 m.
= 88.125 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 4.890 1 4.890 0.000 5.900 1 5.9000.250 6.020 4 24.080 0.250 6.940 4 27.7600.500 6.750 1 6.750 0.500 7.393 1 7.393
35.720 5.406 41.053 6.2130.500 6.750 1 6.750 0.500 7.393 1 7.3930.750 7.140 4 28.560 0.750 7.670 4 30.6801.000 7.360 1 7.360 1.000 7.872 1 7.872
42.670 6.457 45.945 6.9531.000 7.360 1 7.360 1.000 7.872 1 7.8721.500 7.620 4 30.480 1.500 8.120 4 32.4802.000 7.760 1 7.760 2.000 8.260 1 8.260
45.600 13.802 48.612 14.7132.000 7.760 1 7.760 2.000 8.260 1 8.2602.500 7.850 4 31.400 2.500 8.295 4 33.1803.000 7.920 1 7.920 3.000 8.295 1 8.295
47.080 14.250 49.735 15.0533.000 7.920 1 7.920 3.000 8.295 1 8.2953.500 7.980 4 31.920 3.500 8.295 4 33.1804.000 8.030 1 8.030 4.000 8.295 1 8.295
47.870 14.489 49.770 15.0644.000 8.030 1 8.030 4.000 8.295 1 8.2954.500 8.080 4 32.320 4.500 8.295 4 33.1805.000 8.140 1 8.140 5.000 8.295 1 8.295
48.490 14.676 49.770 15.0645.000 8.140 1 8.140 5.000 8.295 1 8.2955.500 8.220 4 32.880 5.500 8.295 4 33.1806.000 8.280 1 8.280 6.000 8.300 1 8.300
49.300 14.921 49.775 15.0656.000 8.280 1 8.280 6.000 8.300 1 8.3006.500 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
46.325 12.631 46.345 12.6377.000 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 = 84.001 A Rancangan = 88.125
A SAC = 84.001 A SAC = 88.125
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. = 0.646
DESIGNED BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECKED BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = 4.540 SIGN
= 3.632 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 8 t1 = 0.227 m.
SECTION 9 t1 = 0.227 m.
t2 = 0.454 m. t2 = 0.454 m.
= 88.889 t3 = 0.409 m.
= 88.889 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 6.287 1 6.287 0.000 6.287 1 6.2870.250 7.223 4 28.890 0.250 7.223 4 28.8900.500 7.570 1 7.570 0.500 7.570 1 7.570
42.747 6.469 42.747 6.4690.500 7.570 1 7.570 0.500 7.570 1 7.5700.750 7.808 4 31.232 0.750 7.808 4 31.2321.000 7.984 1 7.984 1.000 7.984 1 7.984
46.786 7.081 46.786 7.0811.000 7.984 1 7.984 1.000 7.984 1 7.9841.500 8.210 4 32.840 1.500 8.210 4 32.8402.000 8.313 1 8.313 2.000 8.313 1 8.313
49.137 14.873 49.137 14.8732.000 8.313 1 8.313 2.000 8.313 1 8.3132.500 8.324 4 33.296 2.500 8.324 4 33.2963.000 8.324 1 8.324 3.000 8.324 1 8.324
49.933 15.114 49.933 15.1143.000 8.324 1 8.324 3.000 8.324 1 8.3243.500 8.324 4 33.296 3.500 8.324 4 33.2964.000 8.324 1 8.324 4.000 8.324 1 8.324
49.943 15.117 49.943 15.1174.000 8.324 1 8.324 4.000 8.324 1 8.3244.500 8.324 4 33.296 4.500 8.324 4 33.2965.000 8.324 1 8.324 5.000 8.324 1 8.324
49.943 15.117 49.943 15.1175.000 8.324 1 8.324 5.000 8.324 1 8.3245.500 8.324 4 33.296 5.500 8.324 4 33.2966.000 8.324 1 8.324 6.000 8.324 1 8.324
49.943 15.117 49.943 15.1176.000 8.324 1 8.324 6.000 8.324 1 8.3246.500 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
46.369 12.643 46.369 12.6437.000 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 = 88.889 A Rancangan = 88.889
A SAC = 88.889 A SAC = 88.889
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. = 0.646
DESIGNED BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECKED BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = 4.540 SIGN
= 3.632 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 10 t1 = 0.227 m.
SECTION 11 t1 = 0.227 m.
t2 = 0.454 m. t2 = 0.454 m.
= 88.889 t3 = 0.409 m.
= 88.889 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 6.287 1 6.287 0.000 6.287 1 6.2870.250 7.223 4 28.890 0.250 7.223 4 28.8900.500 7.570 1 7.570 0.500 7.570 1 7.570
42.747 6.469 42.747 6.4690.500 7.570 1 7.570 0.500 7.570 1 7.5700.750 7.808 4 31.232 0.750 7.808 4 31.2321.000 7.984 1 7.984 1.000 7.984 1 7.984
46.786 7.081 46.786 7.0811.000 7.984 1 7.984 1.000 7.984 1 7.9841.500 8.210 4 32.840 1.500 8.210 4 32.8402.000 8.313 1 8.313 2.000 8.313 1 8.313
49.137 14.873 49.137 14.8732.000 8.313 1 8.313 2.000 8.313 1 8.3132.500 8.324 4 33.296 2.500 8.324 4 33.2963.000 8.324 1 8.324 3.000 8.324 1 8.324
49.933 15.114 49.933 15.1143.000 8.324 1 8.324 3.000 8.324 1 8.3243.500 8.324 4 33.296 3.500 8.324 4 33.2964.000 8.324 1 8.324 4.000 8.324 1 8.324
49.943 15.117 49.943 15.1174.000 8.324 1 8.324 4.000 8.324 1 8.3244.500 8.324 4 33.296 4.500 8.324 4 33.2965.000 8.324 1 8.324 5.000 8.324 1 8.324
49.943 15.117 49.943 15.1175.000 8.324 1 8.324 5.000 8.324 1 8.3245.500 8.324 4 33.296 5.500 8.324 4 33.2966.000 8.324 1 8.324 6.000 8.324 1 8.324
49.943 15.117 49.943 15.1176.000 8.324 1 8.324 6.000 8.324 1 8.3246.500 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
96.312 26.261 96.312 26.2617.000 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
141.966 52.622 141.966 52.622
A Rancangan = 88.889 A Rancangan = 88.889
A SAC = 88.889 A SAC = 88.889
Koreksi Luas = 15.117 % 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. = 0.646
DESIGNED BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECKED BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = 4.540 SIGN
= 3.632 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 12 t1 = 0.227 m.
SECTION 13 t1 = 0.227 m.
t2 = 0.454 m. t2 = 0.454 m.
= 88.889 t3 = 0.409 m.
= 87.466 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 6.287 1 6.287 0.000 5.470 1 5.4700.250 7.223 4 28.890 0.250 6.620 4 26.4800.500 7.570 1 7.570 0.500 7.250 1 7.250
42.747 6.469 39.200 5.9330.500 7.570 1 7.570 0.500 7.250 1 7.2500.750 7.808 4 31.232 0.750 7.570 4 30.2801.000 7.984 1 7.984 1.000 7.800 1 7.800
46.786 7.081 45.330 6.8601.000 7.984 1 7.984 1.000 7.800 1 7.8001.500 8.210 4 32.840 1.500 8.060 4 32.2402.000 8.313 1 8.313 2.000 8.220 1 8.220
49.137 14.873 48.260 14.6082.000 8.313 1 8.313 2.000 8.220 1 8.2202.500 8.324 4 33.296 2.500 8.250 4 33.0003.000 8.324 1 8.324 3.000 8.270 1 8.270
49.933 15.114 49.490 14.9803.000 8.324 1 8.324 3.000 8.270 1 8.2703.500 8.324 4 33.296 3.500 8.270 4 33.0804.000 8.324 1 8.324 4.000 8.270 1 8.270
49.943 15.117 49.620 15.0194.000 8.324 1 8.324 4.000 8.270 1 8.2704.500 8.324 4 33.296 4.500 8.270 4 33.0805.000 8.324 1 8.324 5.000 8.280 1 8.280
49.943 15.117 49.630 15.0225.000 8.324 1 8.324 5.000 8.280 1 8.2805.500 8.324 4 33.296 5.500 8.280 4 33.1206.000 8.324 1 8.324 6.000 8.300 1 8.300
49.943 15.117 49.700 15.0446.000 8.324 1 8.324 6.000 8.300 1 8.3006.500 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
46.369 12.643 46.345 12.6377.000 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 = 88.889 A Rancangan = 87.466
A SAC = 88.889 A SAC = 87.466
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. = 0.646
DESIGNED BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECKED BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = 4.540 SIGN
= 3.632 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 14 t1 = 0.227 m.
SECTION 15 t1 = 0.227 m.
t2 = 0.454 m. t2 = 0.454 m.
= 81.765 t3 = 0.409 m.
= 68.846 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 3.850 1 3.850 0.000 2.290 1 2.2900.250 5.130 4 20.520 0.250 3.400 4 13.6000.500 6.080 1 6.080 0.500 4.430 1 4.430
30.450 4.608 20.320 3.0750.500 6.080 1 6.080 0.500 4.430 1 4.4300.750 6.710 4 26.840 0.750 5.260 4 21.0401.000 7.130 1 7.130 1.000 5.830 1 5.830
40.050 6.061 31.300 4.7371.000 7.130 1 7.130 1.000 5.830 1 5.8301.500 7.560 4 30.240 1.500 6.330 4 25.3202.000 7.760 1 7.760 2.000 6.560 1 6.560
45.130 13.660 37.710 11.4142.000 7.760 1 7.760 2.000 6.560 1 6.5602.500 7.860 4 31.440 2.500 6.680 4 26.7203.000 7.890 1 7.890 3.000 6.760 1 6.760
47.090 14.254 40.040 12.1203.000 7.890 1 7.890 3.000 6.760 1 6.7603.500 7.910 4 31.640 3.500 6.810 4 27.2404.000 7.920 1 7.920 4.000 6.850 1 6.850
47.450 14.363 40.850 12.3654.000 7.920 1 7.920 4.000 6.850 1 6.8504.500 7.930 4 31.720 4.500 6.890 4 27.5605.000 7.930 1 7.930 5.000 6.930 1 6.930
47.570 14.399 41.340 12.5135.000 7.930 1 7.930 5.000 6.930 1 6.9305.500 7.940 4 31.760 5.500 6.950 4 27.8006.000 7.950 1 7.950 6.000 6.970 1 6.970
47.640 14.420 41.700 12.6226.000 7.950 1 7.950 6.000 6.970 1 6.9706.500 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
45.678 12.455 43.008 11.7277.000 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 = 81.765 A Rancangan = 68.846
A SAC = 81.765 A SAC = 68.846
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. = 0.646
DESIGNED BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECKED BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = 4.540 SIGN
= 3.632 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 16 t1 = 0.227 m.
SECTION 17 t1 = 0.227 m.
t2 = 0.454 m. t2 = 0.454 m.
= 54.092 t3 = 0.409 m.
= 38.587 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 1.240 1 1.240 0.000 0.490 1 0.4900.250 2.200 4 8.800 0.250 1.240 4 4.9600.500 3.090 1 3.090 0.500 1.870 1 1.870
13.130 1.987 7.320 1.1080.500 3.090 1 3.090 0.500 1.870 1 1.8700.750 3.800 4 15.200 0.750 2.430 4 9.7201.000 4.330 1 4.330 1.000 2.860 1 2.860
22.620 3.423 14.450 2.1871.000 4.330 1 4.330 1.000 2.860 1 2.8601.500 4.870 4 19.480 1.500 3.330 4 13.3202.000 5.140 1 5.140 2.000 3.590 1 3.590
28.950 8.763 19.770 5.9842.000 5.140 1 5.140 2.000 3.590 1 3.5902.500 5.270 4 21.080 2.500 3.760 4 15.0403.000 5.360 1 5.360 3.000 3.890 1 3.890
31.580 9.559 22.520 6.8173.000 5.360 1 5.360 3.000 3.890 1 3.8903.500 5.440 4 21.760 3.500 3.980 4 15.9204.000 5.510 1 5.510 4.000 4.050 1 4.050
32.630 9.877 23.860 7.2224.000 5.510 1 5.510 4.000 4.050 1 4.0504.500 5.570 4 22.280 4.500 4.120 4 16.4805.000 5.640 1 5.640 5.000 4.210 1 4.210
33.430 10.119 24.740 7.4885.000 5.640 1 5.640 5.000 4.210 1 4.2105.500 5.710 4 22.840 5.500 4.284 4 17.1366.000 5.760 1 5.760 6.000 4.360 1 4.360
34.240 10.364 25.706 7.7816.000 5.760 1 5.760 6.000 4.360 1 4.3606.500 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
37.249 11.275 28.594 7.7977.000 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 6.073 32.020 11.869
A Rancangan = 54.092 A Rancangan = 38.587
A SAC = 54.092 A SAC = 38.587
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. = 0.646
DESIGNED BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECKED BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = 4.540 SIGN
= 3.632 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 18 t1 = 0.227 m.
SECTION 18,5 t1 = 0.227 m.
t2 = 0.454 m. t2 = 0.454 m.
= 22.634 t3 = 0.409 m.
= 15.416 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 0.160 1 0.160 0.000 0.080 1 0.0800.250 0.580 4 2.320 0.250 0.342 4 1.3680.500 0.920 1 0.920 0.500 0.550 1 0.550
3.400 0.515 1.998 0.3020.500 0.920 1 0.920 0.500 0.550 1 0.5500.750 1.200 4 4.800 0.750 0.730 4 2.9201.000 1.420 1 1.420 1.000 0.856 1 0.856
7.140 1.081 4.326 0.6551.000 1.420 1 1.420 1.000 0.856 1 0.8561.500 1.730 4 6.920 1.500 1.053 4 4.2122.000 1.950 1 1.950 2.000 1.230 1 1.230
10.290 3.115 6.298 1.9062.000 1.950 1 1.950 2.000 1.230 1 1.2302.500 2.120 4 8.480 2.500 1.368 4 5.4723.000 2.260 1 2.260 3.000 1.496 1 1.496
12.690 3.841 8.198 2.4813.000 2.260 1 2.260 3.000 1.496 1 1.4963.500 2.382 4 9.528 3.500 1.614 4 6.4564.000 2.480 1 2.480 4.000 1.732 1 1.732
14.268 4.319 9.684 2.9314.000 2.480 1 2.480 4.000 1.732 1 1.7324.500 2.589 4 10.356 4.500 1.850 4 7.4005.000 2.687 1 2.687 5.000 1.969 1 1.969
15.523 4.699 11.101 3.3605.000 2.687 1 2.687 5.000 1.969 1 1.9695.500 2.790 4 11.160 5.500 2.080 4 8.3206.000 2.890 1 2.890 6.000 2.200 1 2.200
16.737 5.066 12.489 3.7806.000 2.890 1 2.890 6.000 2.200 1 2.2006.500 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
19.511 5.320 14.835 4.0457.000 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 = 15.416
A SAC = 0.000 A SAC = 15.416
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. = 0.646
DESIGNED BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECKED BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = 4.540 SIGN
= 3.632 APPROVED
BY P = - HP DATE V = 13 Knot SIGN
SECTIONS AREA CALCULATION
SECTION 19 t1 = 0.227 m.
SECTION 19,5 t1 = 0.114 m.
t2 = 0.454 m. t2 = 0.454 m.
= 8.970 t3 = 0.409 m.
= 3.220 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 0.108 4 0.432 0.250 0.089 4 0.3550.500 0.226 1 0.226 0.500 0.076 1 0.076
0.658 0.1000.500 0.226 1 0.226 0.500 0.076 1 0.0760.750 0.340 4 1.360 0.750 0.17 4 0.6801.000 0.433 1 0.433 1.000 0.210 1 0.210
2.019 0.3061.000 0.433 1 0.433 1.000 0.210 1 0.2101.500 0.550 4 2.200 1.500 0.240 4 0.9602.000 0.650 1 0.650 2.000 0.260 1 0.260
3.283 0.994 1.430 0.1092.000 0.650 1 0.650 2.000 0.260 1 0.2602.500 0.748 4 2.992 2.500 0.280 4 1.1203.000 0.846 1 0.846 3.000 0.320 1 0.320
4.488 1.358 1.700 0.5153.000 0.846 1 0.846 3.000 0.320 1 0.3203.500 0.940 4 3.760 3.500 0.360 4 1.4404.000 1.040 1 1.040 4.000 0.400 1 0.400
5.646 1.709 2.160 0.6544.000 1.040 1 1.040 4.000 0.400 1 0.4004.500 1.140 4 4.560 4.500 0.454 4 1.8165.000 1.240 1 1.240 5.000 0.522 1 0.522
6.840 2.070 2.738 0.8295.000 1.240 1 1.240 5.000 0.522 1 0.5225.500 1.340 4 5.360 5.500 0.610 4 2.4406.000 1.440 1 1.440 6.000 0.720 1 0.720
8.040 2.434 3.682 1.1146.000 1.440 1 1.440 6.000 0.720 1 0.7206.500 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
9.821 2.678 4.762 1.2987.000 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 = 8.970 A Rancangan = 3.220
A SAC = 8.970 A SAC = 3.220
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. = 0.646
DESIGNED BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECKED BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = 4.540 SIGN
= 3.632 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. = 0.65
DESIGN BY
LWL = 95.30 m. = 0.98 DATE LBP = 92.98 m. = 0.78 SIGN B = 16.65 m. = 0.66
CHECK BY
H = 7.87 m. = 0.83 DATE T = 5.45 m. = 4.54 SIGN
= 3.63 APP.
BY BHP = - HP DATE V = 13 Knot SIGN
AM == 88.923
l = 4.649 m.= 1.162 m.= 2.324 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 1 1.30 1.000 1.300 -10.250 -13.325
0 3 2.97 0.750 2.225 -10.000 -22.2460.5 8 7.06 2.000 14.127 -9.500 -134.203
1 14 12.47 1.000 12.468 -9.000 -112.2161.5 22 19.27 2.000 38.536 -8.500 -327.557
2 30 27.03 1.500 40.547 -8.000 -324.3723 50 44.15 4.000 176.596 -7.000 -1236.1714 69 60.95 2.000 121.902 -6.000 -731.4125 84 74.72 4.000 298.889 -5.000 -1494.4476 94 84.00 2.000 168.001 -4.000 -672.0057 99 88.12 4.000 352.499 -3.000 -1057.4978 100 88.89 2.000 177.778 -2.000 -355.5579 100 88.89 4.000 355.557 -1.000 -355.557
10 100 88.89 2.000 177.778 0.000 0.00011 100 88.89 4.000 355.557 1.000 355.55712 100 88.89 2.000 177.778 2.000 355.55713 98 87.47 4.000 349.865 3.000 1049.59414 92 81.77 2.000 163.530 4.000 654.12015 77 68.85 4.000 275.385 5.000 1376.92716 61 54.09 2.000 108.184 6.000 649.10217 43 38.59 4.000 154.348 7.000 1080.43418 25 22.63 1.500 33.952 8.000 271.613
18.5 17 15.42 2.000 30.833 8.500 262.08019 10 8.97 1.000 8.970 9.000 80.733
19.5 4 3.22 2.000 6.440 9.500 61.18220 0 0.00 1.000 0.000 10.000 0.000
3603.044 -639.665= LWL . B. T. CB = 5582.82
V2 = = 5583.254 Vd = {(V2 - V1) / V1}.100% = 0.0078 % LCB = = -0.825 m. = -0.888% 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
5.18-0.074209 5.62
6.47
34.3604 00.25
0.50.75
1 1.03333316.626 1.5
2 2.0666672.5
33.5
44.5
55.5
6 6.2
LINES PLAN SHEET :
REV. :
LOA = 85.606 m. = 0.646 DESIGN
BY LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECK BY
H = 7.870 m. = 0.829 DATE Twl = 5.448 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 95.300 m. BWL = 15.219 m. Twl = 5.448 m. Vol = 7,902.171 m3. l = 4.649 m.
= 1.162 m.
WATER PLANE 6; ( T =6.2 m ) = 2.324 m.= 2.324 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 1.600 0.250 0.400 -10.500 -4.200 1.024-0.25 2.120 1.000 2.120 -10.250 -21.730 9.528
0 2.640 0.750 1.980 -10.000 -19.800 13.8000.5 3.650 2.000 7.300 -9.500 -69.350 97.254
1 4.530 1.000 4.530 -9.000 -40.770 92.9601.5 5.380 2.000 10.760 -8.500 -91.460 311.442
2 6.140 1.500 9.210 -8.000 -73.680 347.2133 7.370 4.000 29.480 -7.000 -206.360 1601.2624 8.000 2.000 16.000 -6.000 -96.000 1024.0005 8.250 4.000 33.000 -5.000 -165.000 2246.0636 8.280 2.000 16.560 -4.000 -66.240 1135.3277 8.300 4.000 33.200 -3.000 -99.600 2287.1488 8.324 2.000 16.648 -2.000 -33.296 1153.4879 8.324 4.000 33.296 -1.000 -33.296 2306.975
10 8.324 2.000 16.648 0.000 0.000 1153.48711 8.324 4.000 33.296 1.000 33.296 2306.97512 8.324 2.000 16.648 2.000 33.296 1153.48713 8.300 4.000 33.200 3.000 99.600 2287.14814 7.950 2.000 15.900 4.000 63.600 1004.92015 6.970 4.000 27.880 5.000 139.400 1354.43516 5.760 2.000 11.520 6.000 69.120 382.20617 4.360 4.000 17.440 7.000 122.080 331.52718 2.890 1.500 4.335 8.000 34.680 36.206
18.5 2.200 2.000 4.400 8.500 37.400 21.296
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
la'la"lf
(0,5B)3 .MS
(2)3.(3)
19 1.440 1.000 1.440 9.000 12.960 2.98619.5 0.720 2.000 1.440 9.500 13.680 0.746
20 0.000 0.500 0.000 10.000 0.000 0.000
398.630 -361.670 22662.904 AWL = = 1235.428 LCF = = -4.218 m. IT = = 23412.191 Iy = = 658244 IL = = 636266.541 CW = AWL / (LWL = 0.852
Koreksi Water Line = 1,235.360
Koreksi =
= 0.005 %
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.646
DESIGN BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECK BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 88.599 m. BWL = 15.219 m. Twl = 4.994 m. Vol = 6,734.291 m3. l = 4.649 m. la' = 1.040 m.
WATER PLANE 5.5; ( T =6.2 m ) la" = 2.324 m. la''' = 1.162 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 0.224 0.000 -10.447 0.000 0.000b 1.386 0.895 1.240 -10.224 -12.675 2.3820 1.790 0.724 1.295 -10.000 -12.953 4.150
0.5 2.740 2.000 5.480 -9.500 -52.060 41.142
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 4.400 2.000 8.800 -8.500 -74.800 170.368
2 5.150 1.500 7.725 -8.000 -61.800 204.8863 6.490 4.000 25.960 -7.000 -181.720 1093.4384 7.480 2.000 14.960 -6.000 -89.760 837.0185 8.020 4.000 32.080 -5.000 -160.400 2063.3986 8.220 2.000 16.440 -4.000 -65.760 1110.8247 8.295 4.000 33.180 -3.000 -99.540 2283.0178 8.324 2.000 16.648 -2.000 -33.296 1153.4879 8.324 4.000 33.296 -1.000 -33.296 2306.975
10 8.324 2.000 16.648 0.000 0.000 1153.48711 8.324 4.000 33.296 1.000 33.296 2306.97512 8.324 2.000 16.648 2.000 33.296 1153.48713 8.280 4.000 33.120 3.000 99.360 2270.65414 7.940 2.000 15.880 4.000 63.520 1001.13215 6.950 4.000 27.800 5.000 139.000 1342.81016 5.710 2.000 11.420 6.000 68.520 372.33917 4.284 4.000 17.136 7.000 119.952 314.49118 2.790 1.500 4.185 8.000 33.480 32.576
18.5 2.080 2.000 4.160 8.500 35.360 17.99819 1.340 0.750 1.005 9.000 9.045 1.805
19.25 1.169 1.000 1.169 9.250 10.811 1.59719.5 0.610 0.480 0.293 9.500 2.781 0.109
c 0.495 0.920 0.455 9.663 4.399 0.112d 0.000 0.230 0.000 9.826 0.000 0.000
384.118 -259.440 21295.530
AWL = 2/3 . l . S1 = 1190.452 m2 LCF = l . S2 / S1 = -3.140 m. IT = 2.!/3.(1/3).l.S3 = 21999.608 m4 Iy = 2.!/3.l3.S4 = 594917 m4 IL = Iy - (AWL . LCF2) = 583180.171 m4 CW = AWL / (LWL = 0.883
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.646
DESIGN BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECK BY
H = 7.870 m. = 0.829 DATE T = 5.448 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 = 4.540 m. Vol = 5,976.567 m3. l = 4.649 m.
= 1.162 m.
WATER PLANE 5; ( T =6.2 m ) = 2.324 m.
la''' = 1.162 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 2.590 0.750 1.943 -9.000 -17.483 13.0301.5 3.360 2.000 6.720 -8.500 -57.120 75.866
2 4.130 1.500 6.195 -8.000 -49.560 105.6673 5.690 4.000 22.760 -7.000 -159.320 736.8804 7.010 2.000 14.020 -6.000 -84.120 688.9445 7.770 4.000 31.080 -5.000 -155.400 1876.3906 8.140 2.000 16.280 -4.000 -65.120 1078.7067 8.295 4.000 33.180 -3.000 -99.540 2283.0178 8.324 2.000 16.648 -2.000 -33.296 1153.4879 8.324 4.000 33.296 -1.000 -33.296 2306.975
10 8.324 2.000 16.648 0.000 0.000 1153.48711 8.324 4.000 33.296 1.000 33.296 2306.97512 8.324 2.000 16.648 2.000 33.296 1153.48713 8.280 4.000 33.120 3.000 99.360 2270.65414 7.930 2.000 15.860 4.000 63.440 997.35515 6.930 4.000 27.720 5.000 138.600 1331.25016 5.640 2.000 11.280 6.000 67.680 358.81217 4.210 4.000 16.840 7.000 117.880 298.47418 2.687 1.500 4.031 8.000 32.244 29.100
18.5 1.969 2.000 3.938 8.500 33.473 15.26719 1.240 0.750 0.930 9.000 8.370 1.430
19.25 1.047 1.000 1.047 9.250 9.688 1.14919.5 0.522 0.477 0.249 9.500 2.361 0.068
c 0.438 0.906 0.397 9.727 3.862 0.076d 0.000 0.227 0.000 9.953 0.000 0.000
368.674 -153.641 20255.316 AWL = = 1142.590 LCF = = -1.937 m. IT = = 20925.003 Iy = = 525370 IL = = 521081.985 CW = AWL / (LWL = 0.868
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. = 0.646
DESIGN BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECK BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 83.089 m. BWL = 15.219 m. Twl = 3.632 m. Vol = 4,593.110 m3. l = 4.649 m.
= 0.499 m.
WATER PLANE 4; ( T =6.2 m ) = 2.324 m.
la''' = 1.162 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 0.107 0.000 -9.215 0.000 0.000b 1.061 0.429 0.455 -9.107 -4.147 0.5121 1.110 0.607 0.674 -9.000 -6.067 0.831
1.5 1.790 2.000 3.580 -8.500 -30.430 11.4712 2.590 1.500 3.885 -8.000 -31.080 26.0613 4.430 4.000 17.720 -7.000 -124.040 347.7534 6.130 2.000 12.260 -6.000 -73.560 460.6935 7.310 4.000 29.240 -5.000 -146.200 1562.4726 8.030 2.000 16.060 -4.000 -64.240 1035.5637 8.295 4.000 33.180 -3.000 -99.540 2283.0178 8.324 2.000 16.648 -2.000 -33.296 1153.4879 8.324 4.000 33.296 -1.000 -33.296 2306.975
10 8.324 2.000 16.648 0.000 0.000 1153.48711 8.324 4.000 33.296 1.000 33.296 2306.97512 8.324 2.000 16.648 2.000 33.296 1153.48713 8.270 4.000 33.080 3.000 99.240 2262.43714 7.920 2.000 15.840 4.000 63.360 993.586
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
la'la"
lf
(0,5B)3 .MS
(2)3.(3)
15 6.850 4.000 27.400 5.000 137.000 1285.67716 5.510 2.000 11.020 6.000 66.120 334.56817 4.050 4.000 16.200 7.000 113.400 265.72118 2.480 1.500 3.720 8.000 29.760 22.879
18.5 1.732 2.000 3.464 8.500 29.444 10.39119 1.040 0.750 0.780 9.000 7.020 0.844
19.25 0.838 1.000 0.838 9.250 7.751 0.58819.5 0.400 0.469 0.187 9.500 1.781 0.030
c 0.344 0.874 0.301 9.719 2.922 0.036d 0.000 0.219 0.000 9.937 0.000 0.000
346.419 -21.507 18979.541 AWL = = 1073.618 LCF = = -0.289 m. IT = = 19607.048 Iy = = 434740 IL = = 434650.543 CW = AWL / (LWL = 0.849
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.646
DESIGN BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECK BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 82.753 m. BWL = 15.219 m. Twl = 2.724 m. Vol = 3,430.911 m3. l = 4.649 m.
= 0.407 m.
WATER PLANE 3; ( T =6.2 m ) = 2.324 m.
la''' = 1.162 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 0.088 0.000 -9.175 0.000 0.000b 0.614 0.350 0.215 -9.088 -1.955 0.0811 0.440 0.588 0.259 -9.000 -2.327 0.050
1.5 1.090 2.000 2.180 -8.500 -18.530 2.590
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 1.900 1.500 2.850 -8.000 -22.800 10.2893 3.800 4.000 15.200 -7.000 -106.400 219.4884 5.560 2.000 11.120 -6.000 -66.720 343.7595 7.000 4.000 28.000 -5.000 -140.000 1372.0006 7.920 2.000 15.840 -4.000 -63.360 993.5867 8.295 4.000 33.180 -3.000 -99.540 2283.0178 8.324 2.000 16.648 -2.000 -33.296 1153.4879 8.324 4.000 33.296 -1.000 -33.296 2306.975
10 8.324 2.000 16.648 0.000 0.000 1153.48711 8.324 4.000 33.296 1.000 33.296 2306.97512 8.324 2.000 16.648 2.000 33.296 1153.48713 8.270 4.000 33.080 3.000 99.240 2262.43714 7.890 2.000 15.780 4.000 63.120 982.33815 6.760 4.000 27.040 5.000 135.200 1235.66316 5.360 2.000 10.720 6.000 64.320 307.98117 3.890 4.000 15.560 7.000 108.920 235.45518 2.260 1.500 3.390 8.000 27.120 17.315
18.5 1.496 2.000 2.992 8.500 25.432 6.69619 0.846 0.750 0.635 9.000 5.711 0.454
19.25 0.670 1.000 0.670 9.250 6.201 0.30119.5 0.320 0.452 0.145 9.500 1.375 0.015
c 0.284 0.809 0.230 9.702 2.230 0.019d 0.000 0.202 0.000 9.904 0.000 0.000
335.620 17.237 18347.947 AWL = = 1040.149 LCF = = 0.239 m. IT = = 18954.572 Iy = = 396953 IL = = 396894.155 CW = AWL / (LWL = 0.826
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.646
DESIGN BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECK BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 82.454 m. BWL = 15.219 m. Twl = 1.816 m. Vol = 2,278.985 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 = 4.649 m.= 0.390 m.
WATER PLANE 2; ( T =6.2 m ) = 2.324 m.
la''' 1.162 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 0.084 0.000 -9.168 0.000 0.000b 0.388 0.336 0.130 -9.084 -1.184 0.0201 0.300 0.584 0.175 -9.000 -1.577 0.016
1.5 0.910 2.000 1.820 -8.500 -15.470 1.5072 1.612 1.500 2.418 -8.000 -19.344 6.2833 3.310 4.000 13.240 -7.000 -92.680 145.0594 5.130 2.000 10.260 -6.000 -61.560 270.0115 6.690 4.000 26.760 -5.000 -133.800 1197.6736 7.760 2.000 15.520 -4.000 -62.080 934.5777 8.260 4.000 33.040 -3.000 -99.120 2254.2408 8.313 2.000 16.626 -2.000 -33.252 1148.9569 8.313 4.000 33.252 -1.000 -33.252 2297.912
10 8.313 2.000 16.626 0.000 0.000 1148.95611 8.313 4.000 33.252 1.000 33.252 2297.91212 8.313 2.000 16.626 2.000 33.252 1148.95613 8.220 4.000 32.880 3.000 98.640 2221.64914 7.760 2.000 15.520 4.000 62.080 934.57715 6.560 4.000 26.240 5.000 131.200 1129.20216 5.140 2.000 10.280 6.000 61.680 271.59317 3.590 4.000 14.360 7.000 100.520 185.07318 1.950 1.500 2.925 8.000 23.400 11.122
18.5 1.230 2.000 2.460 8.500 20.910 3.72219 0.650 0.750 0.488 9.000 4.388 0.206
19.25 0.511 1.000 0.511 9.250 4.725 0.13319.5 0.260 0.424 0.110 9.500 1.046 0.007
c 0.232 0.695 0.161 9.674 1.560 0.009d 0.000 0.174 0.000 9.847 0.000 0.000
325.680 23.335 17609.371 AWL = = 1009.344 LCF = = 0.333 m. IT = = 18191.577 Iy = = 367745 IL = = 367633.448 CW = AWL / (LWL = 0.804
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.646
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 = 95.300 m. = 0.980 DESIGN DATE
LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECK BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 81.597 m. BWL = 14.756 m. Twl = 0.908 m. Vol = 1,093.329 m3. l = 4.649 m.
= 0.208 m.
WATER PLANE 1; ( T =6.2 m ) = 2.324 m.
la''' = 1.162 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 0.045 0.000 -9.090 0.000 0.000b 0.222 0.179 0.040 -9.045 -0.360 0.0021 0.260 0.545 0.142 -9.000 -1.275 0.010
1.5 0.767 2.000 1.535 -8.500 -13.044 0.9032 1.390 1.500 2.085 -8.000 -16.680 4.0283 2.804 4.000 11.218 -7.000 -78.523 88.2234 4.500 2.000 9.000 -6.000 -54.000 182.2505 6.160 4.000 24.640 -5.000 -123.200 934.9806 7.360 2.000 14.720 -4.000 -58.880 797.3777 7.872 4.000 31.488 -3.000 -94.464 1951.2608 7.984 2.000 15.967 -2.000 -31.934 1017.7159 7.984 4.000 31.934 -1.000 -31.934 2035.431
10 7.984 2.000 15.967 0.000 0.000 1017.71511 7.984 4.000 31.934 1.000 31.934 2035.43112 7.984 2.000 15.967 2.000 31.934 1017.71513 7.800 4.000 31.200 3.000 93.600 1898.20814 7.130 2.000 14.260 4.000 57.040 724.93415 5.830 4.000 23.320 5.000 116.600 792.62116 4.330 2.000 8.660 6.000 51.960 162.36517 2.860 4.000 11.440 7.000 80.080 93.57518 1.420 1.500 2.130 8.000 17.040 4.295
18.5 0.856 2.000 1.712 8.500 14.552 1.25419 0.433 0.750 0.325 9.000 2.923 0.061
19.25 0.361 1.000 0.361 9.250 3.337 0.04719.5 0.210 0.369 0.077 9.500 0.735 0.003
c 0.161 0.474 0.077 9.619 0.736 0.002d 0.000 0.119 0.000 9.737 0.000 0.000
300.199 -1.822 14760.406 AWL = = 930.371
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 = = -0.028 m. IT = = 15248.418 Iy = = 318460 IL = = 318459.086 CW = AWL / (LWL = 0.773
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.646
DESIGN
BY LWL = 95.300 m. = 0.980 DATE
LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECK BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = #REF! SIGN
= #REF! APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 80.949 m. BWL = 14.018 m. Twl = 0.454 m. Vol = 515.209 m3. l = 4.649 m.
= 0.083 m.
WATER PLANE 0.5; ( T =6.2 m ) = 2.324 m.
la''' = 1.162 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 0.018 0.000 -9.036 0.000 0.000b 0.260 0.072 0.019 -9.018 -0.168 0.0011 0.200 0.518 0.104 -9.000 -0.932 0.004
1.5 0.560 2.000 1.120 -8.500 -9.520 0.3512 1.100 1.500 1.650 -8.000 -13.200 1.9973 2.240 4.000 8.960 -7.000 -62.720 44.9584 3.650 2.000 7.300 -6.000 -43.800 97.2545 5.310 4.000 21.240 -5.000 -106.200 598.8856 6.750 2.000 13.500 -4.000 -54.000 615.0947 7.393 4.000 29.572 -3.000 -88.716 1616.3018 7.570 2.000 15.140 -2.000 -30.280 867.5969 7.570 4.000 30.280 -1.000 -30.280 1735.192
10 7.570 2.000 15.140 0.000 0.000 867.59611 7.570 4.000 30.280 1.000 30.280 1735.19212 7.570 2.000 15.140 2.000 30.280 867.596
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 7.250 4.000 29.000 3.000 87.000 1524.31314 6.080 2.000 12.160 4.000 48.640 449.51115 4.430 4.000 17.720 5.000 88.600 347.75316 3.090 2.000 6.180 6.000 37.080 59.00717 1.870 4.000 7.480 7.000 52.360 26.15718 0.920 1.500 1.380 8.000 11.040 1.168
18.5 0.550 2.000 1.100 8.500 9.350 0.33319 0.226 0.750 0.170 9.000 1.526 0.009
19.25 0.254 1.000 0.254 9.250 2.347 0.01619.5 0.076 0.368 0.028 9.500 0.266 0.000
c 0.250 0.473 0.118 9.618 1.137 0.007d 0.000 0.118 0.000 9.737 0.000 0.000
265.034 -39.910 11456.292 AWL = = 821.389 LCF = = -0.700 m. IT = = 11835.063 Iy = = 254335 IL = = 253932.520 CW = AWL / (LWL = 0.724
LINES PLAN SHEET :
REV. : LOA = 85.606 m. = 0.646
DESIGN BY
LWL = 95.300 m. = 0.980 DATE LBP = 92.976 m. = 0.779 SIGN B = 16.648 m. = 0.659
CHECK BY
H = 7.870 m. = 0.829 DATE T = 5.448 m. = - SIGN
= - APP.
BY BHP = APP. HP DATE V = 13 Knot SIGN
LWL = 71.388 m. BWL = 12.574 m. Twl = - m. Vol = - m3 l = 4.649 m.
= 1.162 m.
WATER PLANE 0; ( T =6.2 m ) = 2.324 m.= 2.324 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 0.140 2.000 0.280 -8.500 -2.380 0.0052 0.321 1.500 0.482 -8.000 -3.852 0.050
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 0.940 4.000 3.760 -7.000 -26.320 3.3224 1.960 2.000 3.920 -6.000 -23.520 15.0595 3.440 4.000 13.760 -5.000 -68.800 162.8306 4.890 2.000 9.780 -4.000 -39.120 233.8607 5.900 4.000 23.600 -3.000 -70.800 821.5168 6.287 2.000 12.574 -2.000 -25.148 496.9789 6.287 4.000 25.148 -1.000 -25.148 993.957
10 6.287 2.000 12.574 0.000 0.000 496.97811 6.287 4.000 25.148 1.000 25.148 993.95712 6.287 2.000 12.574 2.000 25.148 496.97813 5.470 4.000 21.880 3.000 65.640 654.66914 3.850 2.000 7.700 4.000 30.800 114.13315 2.290 4.000 9.160 5.000 45.800 48.03616 1.240 2.000 2.480 6.000 14.880 3.81317 0.490 4.000 1.960 7.000 13.720 0.47118 0.160 1.500 0.240 8.000 1.920 0.006
18.5 0.080 2.000 0.160 8.500 1.360 0.00119 0.000 0.500 0.000 9.000 0.000 0.000
187.178 -60.672 5536.621 AWL = = 580.099 LCF = = -1.507 m. IT = = 5719.675 Iy = = 134057 IL = = 132739.409 CW = AWL / (LWL = 0.646
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) =
44.100222.732198.000658.825366.930777.410589.440
1444.520576.000825.000264.960298.800
66.59133.296
0.00033.29666.591
298.800254.400697.000414.720854.560277.440317.900
0,5B.MS.FM2
(2).(3).(5)2
116.640129.960
0.000
9827.911
0,5B.MS.FM2
(8) =(2).(3).(5)2
0.000129.587129.530494.570
4 =
307.800635.800494.400
1272.040538.560802.000263.040298.620
66.59133.296
0.00033.29666.591
298.080254.080695.000411.120839.664267.840300.560
81.405100.005
26.42042.504
0.000
8882.399
LINES PLAN LOA = 85.606 m. = LWL = 95.300 m. = LBP = 92.976 m. = B = 16.648 m. = H = 7.870 m. = T = 5.448 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 0.233115.644 b 1.402 0.93185.895 1 1.730 0.733
203.827 1.5 2.450 2.000157.343 2 3.250 1.500485.520 3 4.980 4.000396.480 4 6.530 2.000
1115.240 5 7.530 4.000504.720 6 8.080 2.000777.000 7 8.295 4.000260.480 8 8.324 2.000298.620 9 8.324 4.000
66.591 10 8.324 2.00033.296 11 8.324 4.000
0.000 12 8.324 2.00033.296 13 8.270 4.00066.591 14 7.930 2.000
298.080 15 6.890 4.000253.760 16 5.570 2.000693.000 17 4.120 4.000406.080 18 2.589 1.500825.160 18.5 1.850 2.000257.952 19 1.140 0.750284.521 19.25 0.935 1.000
75.330 19.5 0.454 0.53889.618 c 0.390 1.15122.429 d 0.000 0.28837.568
0.000 AWL = =
7844.041 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 = 95.300 m. = LBP = 92.976 m. = B = 16.648 m. = H = 7.870 m. = T = 5.448 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 0.07437.770 b 0.767 0.29754.604 1 0.680 0.574
258.655 1.5 1.340 2.000248.640 2 2.160 1.500868.280 3 4.050 4.000441.360 4 5.820 2.000731.000 5 7.140 4.000256.960 6 7.980 2.000298.620 7 8.295 4.000
66.591 8 8.324 2.00033.296 9 8.324 4.000
0.000 10 8.324 2.00033.296 11 8.324 4.00066.591 12 8.324 2.000
297.720 13 8.270 4.000253.440 14 7.910 2.000
CBCMCWCPLCPVCPFCPA
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
0,5B.MS.FM2
(2).(3).(5)2
685.000 15 6.810 4.000396.720 16 5.440 2.000793.800 17 3.980 4.000238.080 18 2.382 1.500250.274 18.5 1.614 2.000
63.180 19 0.940 0.75071.693 19.25 0.759 1.00016.917 19.5 0.360 0.46228.396 c 0.302 0.847
0.000 d 0.000 0.212
6490.883 AWL = = LCF = = IT = = Iy = = IL = = CW = AWL / (LWL . BWL) =
LINES PLAN LOA = 85.606 m. = LWL = 95.300 m. = LBP = 92.976 m. = B = 16.648 m. = H = 7.870 m. = T = 5.448 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 0.09317.765 b 0.494 0.37220.943 1 0.340 0.593
157.505 1.5 0.960 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
182.400 2 1.730 1.500744.800 3 3.550 4.000400.320 4 5.350 2.000700.000 5 6.850 4.000253.440 6 7.850 2.000298.620 7 8.295 4.000
66.591 8 8.324 2.00033.296 9 8.324 4.000
0.000 10 8.324 2.00033.296 11 8.324 4.00066.591 12 8.324 2.000
297.720 13 8.270 4.000252.480 14 7.860 2.000676.000 15 6.680 4.000385.920 16 5.270 2.000762.440 17 3.760 4.000216.960 18 2.120 1.500216.172 18.5 1.368 2.000
51.395 19 0.748 0.75057.361 19.25 0.587 1.00013.060 19.5 0.280 0.44021.638 c 0.2585 0.758
0.000 d 0.000 0.190
5926.711 AWL = = LCF = = IT = = Iy = = IL = = CW = AWL / (LWL . BWL) =
LINES PLAN LOA = 85.606 m. = LWL = 95.300 m. = LBP = 92.976 m. = B = 16.648 m. = H = 7.870 m. = T = 5.448 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)0.00010.752 a 0.000 0.05114.190 b 0.347 0.204
131.495 1 0.290 0.551154.752 1.5 0.860 2.000648.760 2 1.530 1.500369.360 3 3.080 4.000669.000 4 4.890 2.000248.320 5 6.500 4.000297.360 6 7.620 2.000
66.504 7 8.120 4.00033.252 8 8.210 2.000
0.000 9 8.210 4.00033.252 10 8.210 2.00066.504 11 8.210 4.000
295.920 12 8.210 2.000248.320 13 8.060 4.000656.000 14 7.560 2.000370.080 15 6.330 4.000703.640 16 4.870 2.000187.200 17 3.330 4.000177.735 18 1.730 1.500
39.488 18.5 1.053 2.00043.705 19 0.550 0.750
9.941 19.25 0.442 1.00015.092 19.5 0.240 0.400
0.000 c 0.199 0.600d 0.000 0.150
5490.621
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 = 95.300 m. = LBP = 92.976 m. = B = 16.648 m. = H = 7.870 m. = T = 5.448 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 )3.258
(1) (2) (3)11.473110.875 a 0.000 0.043133.440 b 0.172 0.086549.662 1 0.240 0.543324.000 1.5 0.680 2.000616.000 2 1.270 1.500235.520 3 2.570 4.000283.392 4 4.150 2.000
63.869 5 5.840 4.00031.934 6 7.140 2.000
0.000 7 7.670 4.00031.934 8 7.808 2.00063.869 9 7.808 4.000
280.800 10 7.808 2.000228.160 11 7.808 4.000583.000 12 7.808 2.000311.760 13 7.570 4.000560.560 14 6.710 2.000136.320 15 5.260 4.000123.692 16 3.800 2.000
26.305 17 2.430 4.00030.871 18 1.200 1.500
6.986 18.5 0.730 2.0007.083 19 0.340 0.7500.000 19.25 0.311 1.000
19.5 0.170 0.3374754.763 c 0.134 0.349
d 0.000 0.087
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 = 95.300 m. = LBP = 92.976 m. = B = 16.648 m. = H = 7.870 m. = T = 5.448 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)1.5128.390 a 0.000 0.033
80.920 b 0.0719 0.133105.600 1 0.138 0.533439.040 1.5 0.400 2.000262.800 2 0.770 1.500531.000 3 1.690 4.000216.000 4 2.880 2.000266.148 5 4.490 4.000
60.560 6 6.020 2.00030.280 7 6.940 4.000
0.000 8 7.223 2.00030.280 9 7.223 4.00060.560 10 7.223 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
261.000 11 7.223 4.000194.560 12 7.223 2.000443.000 13 6.620 4.000222.480 14 5.130 2.000366.520 15 3.400 4.000
88.320 16 2.200 2.00079.475 17 1.240 4.00013.730 18 0.580 1.50021.707 18.5 0.342 2.000
2.526 19 0.108 0.72210.941 c 0.217 0.887
0.000 d 0.000 0.222
3797.348 AWL = = LCF = = IT = = Iy = = IL = = CW = AWL / (LWL . BWL) =
(8) =
0.00020.23030.816
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
1.000
2.000
3.000
4.000
5.000
6.000
7.000
WL 0
184.240141.120344.000156.480212.400
50.29525.148
0.00025.14850.295
196.920123.200229.000
89.28096.04015.36011.5600.000
2001.5314 =
0 2 4 6 8 10 12 14 16 18 200.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
WL 0
-5.00 0.00 5.00 10.00 15.00 20.00 25.000.0001.0002.0003.0004.0005.0006.0007.0008.0009.000
DWL
0 5 10 15 20 250.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
8.000
9.000WL 5.5
LINES PLAN SHEET :
REV. : 0.646
DESIGN BY
0.980 DATE 0.779 SIGN 0.659
CHECK BY
0.829 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
7.000
8.000
9.000WL 5
Twl = 4.086 m. Vol = 5,242.436 m3. l = 4.649 m.
= 1.082 m.
WATER PLANE 4.5; ( T =6.2 m ) = 2.324 m.
la''' = 1.162 m.= 1.338 m.
0,5B.MS FM SMA
(4) =(5)
(6) = (7) = (8) =(2).(3) (4).(5)0.000 -9.465 0.000 0.000 0.0001.305 -9.233 -12.047 2.563 111.2221.268 -9.000 -11.409 3.794 102.6774.900 -8.500 -41.650 29.412 354.0254.875 -8.000 -39.000 51.492 312.000
19.920 -7.000 -139.440 494.024 976.08013.060 -6.000 -78.360 556.890 470.16030.120 -5.000 -150.600 1707.831 753.00016.160 -4.000 -64.640 1055.028 258.56033.180 -3.000 -99.540 2283.017 298.62016.648 -2.000 -33.296 1153.487 66.59133.296 -1.000 -33.296 2306.975 33.29616.648 0.000 0.000 1153.487 0.00033.296 1.000 33.296 2306.975 33.29616.648 2.000 33.296 1153.487 66.59133.080 3.000 99.240 2262.437 297.72015.860 4.000 63.440 997.355 253.76027.560 5.000 137.800 1308.331 689.00011.140 6.000 66.840 345.617 401.04016.480 7.000 115.360 279.738 807.520
3.884 8.000 31.068 26.031 248.5443.700 8.500 31.450 12.663 267.3250.855 9.000 7.695 1.111 69.2550.935 9.250 8.645 0.816 79.9670.244 9.500 2.319 0.050 22.0340.449 9.788 4.397 0.068 43.0410.000 10.076 0.000 0.000 0.000
355.509 -68.430 19492.682 7015.3241101.788
-0.895 m.20137.155
469865468983.277
0.859
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
7.000
8.000
9.000WL 5
0 5 10 15 20 250.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
8.000
9.000 WL 4.5
LINES PLAN SHEET :
REV. : 0.646
DESIGN BY
0.980 DATE 0.779 SIGN 0.659
CHECK BY
0.829 DATE - SIGN -
APP. BY DATE SIGN
LWL = 82.718 m. BWL = 15.219 m. Twl = 3.178 m. Vol = 4,001.026 m3. l = 4.649 m.
= 0.345 m.
WATER PLANE 3.5; ( T =6.2 m ) = 2.324 m.
la''' = 1.162 m.= 0.985 m.
0,5B.MS FM SMA
(4) =(5)
(6) = (7) = (8) =(2).(3) (4).(5)0.000 -9.148 0.000 0.000 0.0000.228 -9.074 -2.066 0.134 18.7440.390 -9.000 -3.514 0.181 31.6292.680 -8.500 -22.780 4.812 193.6303.240 -8.000 -25.920 15.117 207.360
16.200 -7.000 -113.400 265.721 793.80011.640 -6.000 -69.840 394.275 419.04028.560 -5.000 -142.800 1455.977 714.00015.960 -4.000 -63.840 1016.339 255.36033.180 -3.000 -99.540 2283.017 298.62016.648 -2.000 -33.296 1153.487 66.59133.296 -1.000 -33.296 2306.975 33.29616.648 0.000 0.000 1153.487 0.00033.296 1.000 33.296 2306.975 33.29616.648 2.000 33.296 1153.487 66.59133.080 3.000 99.240 2262.437 297.72015.820 4.000 63.280 989.827 253.120
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
8.000
9.000WL 4
0 5 10 15 20 250.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
8.000
9.000WL 3.5
27.240 5.000 136.200 1263.285 681.00010.880 6.000 65.280 321.978 391.68015.920 7.000 111.440 252.179 780.080
3.573 8.000 28.584 20.273 228.6723.228 8.500 27.438 8.409 233.2230.705 9.000 6.345 0.623 57.1050.759 9.250 7.023 0.438 64.9590.166 9.500 1.579 0.022 15.0040.256 9.712 2.488 0.023 24.1640.000 9.924 0.000 0.000 0.000
340.241 5.197 18629.478 6158.6831054.469
0.071 m.19245.411
412490412484.885
0.838
LINES PLAN SHEET :
REV. : 0.646
DESIGN BY
0.980 DATE 0.779 SIGN 0.659
CHECK BY
0.829 DATE - SIGN -
APP. BY DATE SIGN
LWL = 82.687 m. BWL = 15.219 m. Twl = 2.270 m. Vol = 2,856.791 m3. l = 4.649 m.
= 0.433 m.
WATER PLANE 2.5; ( T =6.2 m ) = 2.324 m.
la''' = 1.162 m.= 0.881 m.
0,5B.MS FM SMA
(4) =(5)
(6) = (7) = (8) =(2).(3) (4).(5)0.000 -9.186 0.000 0.000 0.0000.184 -9.093 -1.673 0.045 15.2140.202 -9.000 -1.815 0.023 16.3331.920 -8.500 -16.320 1.769 138.720
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
7.000
8.000
9.000WL 3.5
0 5 10 15 20 250.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
8.000
9.000WL 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
7.000
8.000
9.000WL 2.5
2.595 -8.000 -20.760 7.767 166.08014.200 -7.000 -99.400 178.956 695.80010.700 -6.000 -64.200 306.261 385.20027.400 -5.000 -137.000 1285.677 685.00015.700 -4.000 -62.800 967.473 251.20033.180 -3.000 -99.540 2283.017 298.62016.648 -2.000 -33.296 1153.487 66.59133.296 -1.000 -33.296 2306.975 33.29616.648 0.000 0.000 1153.487 0.00033.296 1.000 33.296 2306.975 33.29616.648 2.000 33.296 1153.487 66.59133.080 3.000 99.240 2262.437 297.72015.720 4.000 62.880 971.175 251.52026.720 5.000 133.600 1192.311 668.00010.540 6.000 63.240 292.726 379.44015.040 7.000 105.280 212.630 736.960
3.180 8.000 25.440 14.292 203.5202.736 8.500 23.256 5.120 197.6760.561 9.000 5.049 0.314 45.4410.587 9.250 5.427 0.202 50.2000.123 9.500 1.169 0.010 11.1080.196 9.690 1.899 0.013 18.4020.000 9.879 0.000 0.000 0.000
331.098 22.972 18056.629 5711.9271026.135
0.323 m.18653.622
382568382461.067
0.815
LINES PLAN SHEET :
REV. : 0.646
DESIGN BY
0.980 DATE 0.779 SIGN 0.659
CHECK BY
0.829 DATE - SIGN -
APP. BY DATE SIGN
LWL = 81.952 m. BWL = 15.117 m. Twl = 1.362 m. Vol = 1,687.457 m3.
1 = 2 = 3 = 4 =
m2
m4
m4
m4
WATER PLANE AREA, CENTRE OF FLOATATION, INERTIA MOMENT AND COEFFICIENT
0 2 4 6 8 10 12 14 16 18 200.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
8.000
9.000WL 2.5
0 5 10 15 20 250.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
8.000
9.000WL 2
l = 4.649 m.= 0.237 m.
WATER PLANE 1.5; ( T =6.2 m ) = 2.324 m.
la''' = 1.162 m.= 0.697 m.
0,5B.MS FM SMA
(4) =(5)
(6) = (7) = (8) =(2).(3) (4).(5)0.000 -9.102 0.000 0.000 0.0000.071 -9.051 -0.639 0.009 5.7870.160 -9.000 -1.438 0.013 12.9411.720 -8.500 -14.620 1.272 124.2702.295 -8.000 -18.360 5.372 146.880
12.320 -7.000 -86.240 116.872 603.6809.780 -6.000 -58.680 233.860 352.080
26.000 -5.000 -130.000 1098.500 650.00015.240 -4.000 -60.960 884.901 243.84032.480 -3.000 -97.440 2141.549 292.32016.420 -2.000 -32.840 1106.775 65.68032.840 -1.000 -32.840 2213.551 32.84016.420 0.000 0.000 1106.775 0.00032.840 1.000 32.840 2213.551 32.84016.420 2.000 32.840 1106.775 65.68032.240 3.000 96.720 2094.426 290.16015.120 4.000 60.480 864.162 241.92025.320 5.000 126.600 1014.545 633.000
9.740 6.000 58.440 231.003 350.64013.320 7.000 93.240 147.704 652.680
2.595 8.000 20.760 7.767 166.0802.106 8.500 17.901 2.335 152.1590.413 9.000 3.713 0.125 33.4130.442 9.250 4.085 0.086 37.7840.096 9.500 0.912 0.006 8.6620.120 9.650 1.154 0.005 11.1340.000 9.800 0.000 0.000 0.000
316.516 15.627 16591.940 5206.469
980.9420.230 m.
17140.508348714
348662.0970.792
la'la"
lf
(0,5B)3 .MS0,5B.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
7.000
8.000
9.000WL 2
0 5 10 15 20 250.000