Lines Plan Dian Ok

Ukuran Utama

LWL = 101.07 m.LBP = 98.60 m.B = 16.33 m.H = 8.40 m.T = 6.70 m.

KecepatanV = 12.70 knot

6.53 m/s

=

= 0.21

Koefisien Bentuk

== 0.75

== 0.99

== 0.84

== 0.76

=

Angka Froude (Froude Number)

FN V / (gL)0,5

CB

CM

CW

CPH CB/CM

CPV CB/CW

= 0.89

Displacement (D)

=

= 8,564.302 ton

0.671.34

0.6480.692

0.700 0.650 0.650 0.600 0.692 0.648

0.042 0.048 0.050 0.050

0.840 0.960 40 40

33.600 38.400

LWL . B . T . CB . . c

2.46

8.165

0.20

V = kecepatan (m/dt)g =L = LBP (m)

V = kecepatan (knot)L = LBP (m)

perc. gravitasi (m/dt2)

= berat jenis air= 1.025

c = faktor kulit kapal= 1.0075 untuk kapal baja

ton/m3 untuk air laut

LBP = 98.6B = 16.33T = 6.7V = 12.7

1 Koefisien Blok

Dalam buku "Ship Design and Ship Theory" hal.51 : ( Kerlen )1.1. Cb = 1,179 - (( 0,333 x V(knot) ) / ( Lbp(m) 0,5) ) 8327.476

= 0.753098 0.753098

( Chirilia )1.2. Cb = 1,214 - (( 0,374 x V(knot)) / ( Lbp(m)0,5 ) )

= 0.74

( Schekluth )1.3. Cb =1,17 - ((0,361 x V(knot)) / ( Lbp(m)0,5 ) )

= 0.71

( Telfer )1.4. Cb =1,0 - ((0,375 x (1+(1/(L/B)) x V(knot)) / ( Lbp(m)0,5 ) )

= 0.8828008267

( Sabit series 60 )1.5. Cb =1,173 - ((0,368 x V(knot)) / ( Lbp(ft)0,5)

= -0.14

( Bassoulis )1.6. Cb = 0,813 x 0,99 x Lbp0,42 x B-0,3072 x T0,1721 x V-0,6135

= 0.68

Dalam buku "Ship Basic Design", hal.10 :1.7. Cb = 1,115 - ((0,276 x V(knot)) / ( Lbp(m)0,5 ) )

= 0.76

Dalam buku "Element of Ship Design", hal.16 :1.8. Cb =1,0 - (( 0,23 x V(knot) ) / ( Lbp(m)0,5 ) )

= 0.71

koreksi cb terletak antara 0.66 ~ 0.78 = 0.75

2. Koefisien MidshipDalam buku "Ship Design for Efficiency and Economy" hal.34 :( Van Lammeren )2.1. Cm = 0,9 + ( 0,1 x ( Cb^0,5 ))

= 0.9866

( Kerlen 1979 )2.2. Cm = 1,006 - ( 0,0056 x ( Cb^-3,56 ))

= 0.99041

( HSVA - Linienatlas )2.3. Cm = 1 / ( 1 + ( 1 - Cb )^-3,56 )

= 0.007

Dalam buku "Ship Design and Ship Theory ",hal.52 :( Sabit Series 60 )2.4. Cm = 0,93 + ( 0,08 x Cb )

= 0.990

Koreksi Cm :1. Dalam buku "Element of Ship Design",hal.17. Cm terletak antara 0,85 ~ 0,98 2. Dalam buku "Entwuf und Einrichtung Van Handers Chiefen",hal.24 Cm = ( 0,93 ~ 0,99 )

dipilih Cm = 0.99

3. Koefisien WaterlineDalam buku "Element of Ship Design " hal.54 :3.1. Cw = Cb + 0,1

= 0.850

3.2. Cw = 0,73 + ( 0,66 x Cb )= 1.225

Dalam buku "Ship Design for Efficiency and Economy" hal.53 :( Schekluth )3.3. Cw = 0,95 x Cp + ( 0,17 x ( 1 - Cp )^0,33 )

= 0.820

3.4. Cw = Cph^2/3= 0.831

3.5. Cw = ( 1 + ( 2 x Cb )/( Cm^0,5 )) / 3= 0.836

( Posdunine )3.6. Cw = ( 1 + ( 2 x Cb )) / 3

= 0.833

3.7. Cw = ( Cb^0,5 ) - 0,025= 0.841

Dalam buku "Ship Design and Ship Theory ",hal.37 :( Sabit Series 60 )3.8. Cw = 0,18 + ( 0,85 x Cp )

= 0.818

3.9. Cw = 0,248 + ( 0,778 x Cb )= 0.832

3.10. Cw =( 1 + ( 2 x Cp )) / 3= 0.838

3.11. Cw = 0,297 + ( 0,473 x Cb )= 0.652

3.12. Cw =0,97 x ( Cb^0,5 )= 0.840

Dalam buku Koreksi Cw "Element of Ship Design", Cw terletak antara 0,7 ~ 0,9dipilih Cw = 0.840

4. Koefisien PrismatikDalam buku "Element of Ship Design " hal.53 :4.1. Cph = Cb / Cm

= 0.758

4.2. Cpv = Cb / Cw= 0.893

Dalam buku "Element of Ship Design", Cw terletak antara 0,65 ~ 0,82Dalam buku "Entwuf und Einrichtung Van Handers Chiefen",hal.24 Cpv = ( 0,85 ~ 0,97 )

2. Dalam buku "Entwuf und Einrichtung Van Handers Chiefen",hal.24 Cm = ( 0,93 ~ 0,99 )

Dalam buku "Entwuf und Einrichtung Van Handers Chiefen",hal.24 Cpv = ( 0,85 ~ 0,97 )

I = 4.93 I" = 1.7748I' = 1.2325

Station SA/MA SA . MS SA.MS.FM

(1) (2) (3) (5) (6) (7)= (3).(4) = (5).(6)-0.5 0 0.000 0.000 -10.000 0.000 0

-0.25 0.0266089106 2.882 2.882 -10.000 -28.822 0.0036930 0.0573194694 6.209 7.761 -10.000 -77.608 0.0776461 0.2530235333 27.407 109.627 -9.000 -986.642 0.2528522 0.4466141994 48.376 96.752 -8.000 -774.014 0.44633 0.6368165564 68.978 275.912 -7.000 -1931.384 0.63654 0.8078162038 87.500 175.000 -6.000 -1050.002 0.80785 0.9313211038 100.878 403.511 -5.000 -2017.556 0.93096 0.983176667 106.495 212.989 -4.000 -851.957 0.98197 1 108.3168900 433.268 -3.000 -1299.803 0.99718 1 108.3168900 216.634 -2.000 -433.268 1.00009 1 108.3168900 433.268 -1.000 -433.268 1.0000

10 1 108.3168900 216.634 0.000 0.000 0.997111 1 108.3168900 433.268 1.000 433.268 1.000012 1 108.3168900 216.634 2.000 433.268 1.000013 1 108.3168900 433.268 3.000 1299.803 0.997114 1 108.317 216.634 4.000 866.535 0.997115 0.9821264973 106.381 425.524 5.000 2127.618 0.980616 0.9007902389 97.571 195.142 6.000 1170.850 0.899917 0.7158919947 77.543 310.173 7.000 2171.209 0.715118 0.4670265285 50.587 101.174 8.000 809.390 0.467419 0.2250854466 24.381 97.522 9.000 877.700 0.224920 0.1263208736 13.683 18.608 10.000 186.085 0.1261

20.36 0.0926802213 10.039 14.456 10.360 149.763 0.089620.72 0 0.000 0.000 10.720 0.000 0.0000

Luas Section (SA) (m2)

Faktor Momen (FM)

5046.638 641.165Volume (V) = LBP / 20 = 4.930 m

= 8293.308Displacement 2( D2) =

8564.396

Displacement 1( D1) == 8564.302 8.169

Evaluasi displacement

(D2 - D1) / D2) 100 % = 0.001

LCB == 0.6263463 0.626346 m LBP di depan midship 0,05%

0.6263456

KOREKSI LCB 0.0001 0.622166

LCB = 0.626346

1 = 2 =

1/3 l 1

V c

LWL . B . T . CB . . C

sebesarnya 0,050%

l 2 / 1

0.001

0.001

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 230.000

20.000

40.000

60.000

80.000

100.000

120.000

SAC

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 230.000

20.000

40.000

60.000

80.000

100.000

120.000

SAC

VOLUMEVolume Tanpa Bulbous BowV = Lwl x B x T x Cb =Desain BulbousDESIGN BULBOUS BOWVPR (Volume Bulbous Bow)

ABL (Luas Bulbous Bow secara memanjang)

ABT (Luas Bulbous Bow secara melintang)

LPR (Panjang Bulbous Bow)

BB(Lebar Bulbous Bow)

ZB

Volume Kapal = Lwl x B x T x CbLuas Midship = B x T x Cm

VPR = Cvpr x V(Volume Kapal)

ABL = CABL x Luas Midship

ABT = CABT x Luas Midship

LPR = CLPR x Lbp

BB = CBB x B (Lebar kapal)

ZB = CZB x T (Sarat)

Lwl = 101.065 mLbp = 98.6 mB = 16.33 mT = 6.7 mH = 8.4 mV = 12.7 knotCb = 0.75 Cm = 0.99 Volume = 8,293.22 Amidship = 108.32

Dari grafik Design of Bulbous Bow diperoleh :

Cvpr = 0.0029 0.0029Czb = 0.6

= 0.17= 0.12= 0.036

m3

m2

CABLCABTCLPR

= 0.18

VPR = 24.05 ZB = 4.02 mABL = 18.41 ABT = 13.00 LPR = 3.5496 m 1.7748BB = 1.4697 m

Perhitungan ABL pada Gambar (ABL')WL ORD FS HK

0 0 1 01 2.579 4 10.316

0 0 2 3.3 2 6.61 4.93 3 3.5496 4 14.1984

1.72 3.5496 4 3.52 2 7.045 2.83 4 11.326 0 1 0

= 49.4744

4.93

ABL' = 1/3 x T/6 x = 18.41547

CBB

m3

m2

m2

0 0.5 1 1.5 2 2.5 3 3.5 4

0

1

2

3

4

5

6

7

Koreksi = (ABL'-ABL/ABL') x 100 % = 0.008687 % 0.05%

Perhitungan ABT pada Gambar (ABT')WL ORD FS HK0 0 0.5 0 0.00051

0.25 0.2293 2 0.45860.5 0.4598 1 0.4598

0.75 0.675 2 1.351 0.87398 1.5 1.31097

1.5 1.19669 4 4.786762 1.37 2 2.74

2.5 1.45 4 5.83 1.4697 2 2.9394

3.5 1.45 4 5.84 1.37 2 2.74

4.5 1.19669 4 4.786765 0.87398 2 1.74796

5.5 0.4598 4 1.83926 0 1 0

= 34.92025

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.60

1

2

3

4

5

6

7

ABT' = 2/3 x T/6 x = 12.99809Koreksi =

(ABT'-ABT/ABT') x 100 % = 0.0005097329

Volume Rancangan = %= Volume tanpa Bulbous + VPR

8,317.27

2 0.25 0.52 1 22 0.5 12 1 22 1.25 2.5

0.05 %

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.60

1

2

3

4

5

6

7

2 0.75 1.52 2 42 1.5 32 4 82 2 24.52 4

0 0.5 1 1.5 2 2.5 3 3.5 4

0

1

2

3

4

5

6

7

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.60

1

2

3

4

5

6

7

32.66667

SHEER PLAN

Berdasarkan konvensi lambung timbul (ILLC) tahun 1966,halaman 103 memberikan peraturan sebagai berikut:

Buritan Haluan 1071.667

13

Ap 1/3 Ap 1/6 Ap 1/6 Fp 1/3 Fp Fp

Untuk Buritan KapalAp = 25 (LBP/3 + 10) = 1071.667 mm = 1.072 m1/3 Ap = 11.1 (LBP/3 + 10) = 475.82 mm = 0.476 m 16.666671/6 Ap = 2.8 (LBP/3 +10) = 120.0267 mm = 0.120 m

Untuk Haluan KapalFp = 50 (LBP/3 + 10) = 2143.333 mm = 2.143 m1/3 Fp = 22,2 (LBP/3 + 10) = 951.64 mm = 0.952 m1/6 Fp = 5,6 (LBP/3 + 10) = 240.0533 mm = 0.240 m

PERENCANAAN BURITAN

Diameter propeller KapalDP = 2/3 x T dp/2

= 4.466667 m 2.233333 1.563333

Diameter bos propellerDbp = 1/6 x DP

= 0.744444 m 0.372222

Menghitung jarak antara propeller dan tinggi kemudi1) = 0,01 x DP

= 0.044667 m2) = 0,09 x DP

= 0.402 m3) = 0,17 x DP

= 0.759333 m4) = 0,15 x DP

= 0.67 m5) = 0,18 x DP

= 0.804 m6) = 0,4 x DP

= 1.786667 m

Perhitungan kemudi1). Luas daun kemudi

A = ((T x Lbp/100) + (25 (B /Lbp ))= 10.747 m

2). Tinggi maksimum daun kemudih maks = 2/3 x T

= 4.466667 m

3). Lebar daun kemudi 2.987

= A / h maks= 2.406 m

4). Perhitungan jarak minimum antara propeller dengan tinggi buritan atau terhadap kemudi 1.433333

a = 0.1 x DP= 0.447 m 3.44

b = 0.09 x DP 0.86= 0.402 m

c = 0.17 x DP= 0.759 m

d = 0.15 x DP= 0.670 m 3.6875

e = 0.18 x DP= 0.804 m

f = 0.04 x DP= 0.179 m 4

2.412

5). Ukuran tinggi baling-baling

l = 50 x Lbp= 496.49 mm 0.496488 2.908488 m

t = 2.4 x Lbp= 23.831 mm

b = 36 x Lbp= 357.47 mm

1.10.55

Perhitungam Radius Bilga

B = 16.33 m 0.5583333333T = 6.7 m 0.2791666667Cm = 0.99 R = 1.5966165881 m 108.317

GADING SARAT ORDINAT FS HASIL KALII II III IV III*IV = V

10

0 6.5683834119 0.5 3.2841917060.25 7.472 2 14.9439882980.5 7.860 1 7.860.75 8.026 2 16.05242

1 8.09 1.5 12.1351.5 8.15 4 32.62 8.165 2 16.33

2.5 8.165 4 32.663 8.165 2 16.33

3.5 8.165 4 32.664 8.165 2 16.33

4.5 8.165 4 32.665 8.165 2 16.33

5.5 8.165 4 32.666 8.165 1 8.165

= 291.000600004

31.31407269345.5958978452

8.165

0.004

= 108.3168900 = 2/3 x T/6 x = 108.3168900

Koreksi == 1.3595E-09

0.000000001

A10SACA10GD

[(A10GD-A10sac )/A10GD] x 100%

6.4 6.6 6.8 7 7.2 7.4 7.6 7.8 8 8.2 8.40

1

2

3

4

5

6

7

0.00000

0.00000

6.4 6.6 6.8 7 7.2 7.4 7.6 7.8 8 8.2 8.40

1

2

3

4

5

6

7

SHIP NAME WATERLINE AREA, CENTRE AND INERTIA MOMENT LOA = - m.

LWL = 101.065 m. LBP = 98.600 m. WATERLINE at T = 6,7 m (WL6) B = 16.330 m. LWL = 101.065 H = 8.400 m. BWL = 16.330 T = 6.700 m.

NS MS FM B . MS

(1)(2)

(3) (4)(5)

= (2).(3)-0.5 3.300 0.25 -10.5 0.825

-0.25 3.690 1.00 -10.25 3.690 0 4.020 1.25 -10 5.025 1 5.370 4 -9 21.480 2 6.530 2 -8 13.060 3 7.420 4 -7 29.680 4 7.950 2 -6 15.900 5 8.140 4 -5 32.560 6 8.165 2 -4 16.330 7 8.165 4 -3 32.660 8 8.165 2 -2 16.330 9 8.165 4 -1 32.660

10 8.165 2 0 16.330 11 8.165 4 1 32.660 12 8.165 2 2 16.330 13 8.165 4 3 32.660 14 8.165 2 4 16.330 15 8.040 4 5 32.160 16 7.520 2 6 15.040 17 6.050 4 7 24.200 18 4.020 2 8 8.040 19 1.970 4 9 7.880 20 0 1 10 0

421.830 Waterline area (AWL)

Centre of waterplane from midship ( OF ) Athwart inertia moment of waterplane( IT ) Longitudinal inertia moment to midship (Iy) Long. inertia moment of waterplane(IL)

AWL Rancangan = 1,386.40

Koreksi =

B (m)

1 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL

(AWLAWLrancangan)AWL

x100

= 0.000873171

L

WATERLINE AREA, CENTRE AND INERTIA MOMENT

WATERLINE at T = 6,7 m (WL6)m S = 4.930 m. m Sa = 2.465 m.

Sa' = 1.233 m.

(6) (7) (8)= (5).(4) = (6).(4)

-8.66 8.984 90.956-37.82 50.243 387.681-50.25 81.206 502.500

-193.32 619.417 1739.880-104.48 556.890 835.840-207.76 1634.074 1454.320

-95.40 1004.920 572.400-162.80 2157.413 814.000

-65.32 1088.676 261.280-97.98 2177.352 293.940-32.66 1088.676 65.320 0.000873-32.66 2177.352 32.660

0.00 1088.676 0.00032.66 2177.352 32.66032.66 1088.676 65.32097.98 2177.352 293.94065.32 1088.676 261.280

160.80 2078.874 804.00090.24 850.518 541.440

169.40 885.781 1185.80064.32 129.930 514.56070.92 30.581 638.280

0.00 0.000 0.000

-304.82 24241.615 11388.057 1386.415 `

-3.562 m26558.036

909701.951892107.136

B.MS.FM (B)

3.MS B.MS.FM2

= (2)3.(3)

2 = 3 = 4 =

m2

m4

m4

m4

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 -

1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 -

1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000

0.000873

0.0008730.000873

0.000873

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 -

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

9.000

.

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 -

1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 -

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

9.000

.

TABEL PERHITUNGAN GADING - GADINGT= 6.7

GADING SARAT ORDINAT FS HASIL KALI

I II III IV III*IV = V

-0.255 5.9833333 0.000 1 0.000

5.25 6.1625 1.080 4 4.320 Koreksi5.5 6.3416667 2.060 2 4.1205.75 6.5208333 3.000 4 12.000

6 6.7 3.690 1 3.690= 24.13


05 5.5833333 0.000 1 0.000

5.25 5.8625 2.050 4 8.200 Koreksi5.5 6.1416667 3.150 2 6.3005.75 6.4208333 3.710 4 14.840

6 6.7 4.020 1 4.020= 33.36

GADING SARAT ORDINAT FS HASIL KALI =I II III IV III*IV = V =

1

0 0.000 0.5 0.000 =0.25 0.370 2 0.740 Koreksi =0.5 0.600 1 0.6000.75 0.730 2 1.460 =

1 0.840 1.5 1.2601.5 0.980 4 3.9202 1.170 2 2.340

2.5 1.400 4 5.6003 1.680 2 3.360

3.5 2.000 4 8.0004 2.400 2 4.800

4.5 2.900 4 11.6005 3.550 2 7.100

5.5 4.370 4 17.4806 5.370 1 5.370

= 73.63

A0SACA0GD

A0SACA0GD

A1SACA1GD


2

0 1.450 0.5 0.725 =0.25 1.830 2 3.660 Koreksi =0.5 2.130 1 2.1300.75 2.310 2 4.620 =

1 2.440 1.5 3.6601.5 2.640 4 10.5602 2.840 2 5.680

2.5 3.050 4 12.2003 3.300 2 6.600

3.5 3.610 4 14.4404 4.000 2 8.000

4.5 4.490 4 17.9605 5.080 2 10.160

5.5 5.760 4 23.0406 6.530 1 6.530

= 129.965


3

0 2.968 0.5 1.484 =0.25 3.430 2 6.860 Koreksi =0.5 3.730 1 3.7300.75 3.970 2 7.940 =

1 4.120 1.5 6.1801.5 4.330 4 17.3202 4.520 2 9.040

2.5 4.700 4 18.8003 4.950 2 9.900

3.5 5.250 4 21.0004 5.590 2 11.180

4.5 5.990 4 23.9605 6.430 2 12.860

5.5 6.910 4 27.6406 7.420 1 7.420

= 185.314


A1SACA1GD

A1SACA1GD

A1SACA1GD

40 4.400 0.5 2.200 =0.25 4.940 2 9.880 Koreksi =0.5 5.330 1 5.3300.75 5.590 2 11.180 =

1 5.770 1.5 8.6551.5 5.970 4 23.8802 6.170 2 12.340

2.5 6.360 4 25.4403 6.550 2 13.100

3.5 6.730 4 26.9204 6.940 2 13.880

4.5 7.170 4 28.6805 7.420 2 14.840

5.5 7.700 4 30.8006 7.950 1 7.950

= 235.075


5

0 5.590 0.5 2.795 =0.25 6.250 2 12.500 Koreksi =0.5 6.760 1 6.7600.75 7.040 2 14.080 =

1 7.200 1.5 10.8001.5 7.340 4 29.3602 7.430 2 14.860

2.5 7.530 4 30.1203 7.630 2 15.260

3.5 7.720 4 30.8804 7.810 2 15.620

4.5 7.910 4 31.6405 7.980 2 15.960

5.5 8.060 4 32.2406 8.140 1 8.140

= 271.015


6

0 6.340 0.5 3.170 =0.25 7.130 2 14.260 Koreksi =0.5 7.520 1 7.5200.75 7.760 2 15.520 =

1 7.900 1.5 11.850

A1SACA1GD

A1SACA1GD

61.5 7.980 4 31.9202 8.000 2 16.000

2.5 8.030 4 32.1203 8.040 2 16.080

3.5 8.060 4 32.2404 8.080 2 16.160

4.5 8.090 4 32.3605 8.110 2 16.220

5.5 8.130 4 32.5206 8.165 1 8.165

= 286.105


7

0 6.568 0.5 3.284 =0.25 7.472 2 14.944 Koreksi =0.5 7.860 1 7.8600.75 8.026 2 16.052 =

1 8.090 1.5 12.1351.5 8.150 4 32.6002 8.165 2 16.330

2.5 8.165 4 32.6603 8.165 2 16.330

3.5 8.165 4 32.6604 8.165 2 16.330

4.5 8.165 4 32.6605 8.165 2 16.330

5.5 8.165 4 32.6606 8.165 1 8.165

= 291.0006


8

0 6.568 0.5 3.284 =0.25 7.472 2 14.944 Koreksi =0.5 7.860 1 7.8600.75 8.026 2 16.052 =

1 8.090 1.5 12.1351.5 8.150 4 32.6002 8.165 2 16.330

2.5 8.165 4 32.6603 8.165 2 16.330

3.5 8.165 4 32.660

A1SACA1GD

A1SACA1GD

84 8.165 2 16.330

4.5 8.165 4 32.6605 8.165 2 16.330

5.5 8.165 4 32.6606 8.165 1 8.165

= 291.0006


9

0 6.568 0.5 3.284 =0.25 7.472 2 14.944 Koreksi =0.5 7.860 1 7.8600.75 8.026 2 16.052 =

1 8.090 1.5 12.1351.5 8.150 4 32.6002 8.165 2 16.330

2.5 8.165 4 32.6603 8.165 2 16.330

3.5 8.165 4 32.6604 8.165 2 16.330

4.5 8.165 4 32.6605 8.165 2 16.330

5.5 8.165 4 32.6606 8.165 1 8.165

= 291.0006


10

0 6.568 0.5 3.284 =0.25 7.472 2 14.944 Koreksi =0.5 7.860 1 7.8600.75 8.026 2 16.052 =

1 8.090 1.5 12.1351.5 8.150 4 32.6002 8.165 2 16.330

2.5 8.165 4 32.6603 8.165 2 16.330

3.5 8.165 4 32.6604 8.165 2 16.330

4.5 8.165 4 32.6605 8.165 2 16.330

5.5 8.165 4 32.6606 8.165 1 8.165

A1SACA1GD

A1SACA1GD

= 291.0006


11

0 6.568 0.5 3.284 =0.25 7.472 2 14.944 Koreksi =0.5 7.860 1 7.8600.75 8.026 2 16.052 =

1 8.090 1.5 12.1351.5 8.150 4 32.6002 8.165 2 16.330

2.5 8.165 4 32.6603 8.165 2 16.330

3.5 8.165 4 32.6604 8.165 2 16.330

4.5 8.165 4 32.6605 8.165 2 16.330

5.5 8.165 4 32.6606 8.165 1 8.165

= 291.0006


12

0 6.568 0.5 3.284 =0.25 7.472 2 14.944 Koreksi =0.5 7.860 1 7.8600.75 8.026 2 16.052 =

1 8.090 1.5 12.1351.5 8.150 4 32.6002 8.165 2 16.330

2.5 8.165 4 32.6603 8.165 2 16.330

3.5 8.165 4 32.6604 8.165 2 16.330

4.5 8.165 4 32.6605 8.165 2 16.330

5.5 8.165 4 32.6606 8.165 1 8.165

= 291.0006

A1SACA1GD

A1SACA1GD


13

0 6.568 0.5 3.284 =0.25 7.472 2 14.944 Koreksi =0.5 7.860 1 7.8600.75 8.026 2 16.052 =

1 8.090 1.5 12.1351.5 8.150 4 32.6002 8.165 2 16.330

2.5 8.165 4 32.6603 8.165 2 16.330

3.5 8.165 4 32.6604 8.165 2 16.330

4.5 8.165 4 32.6605 8.165 2 16.330

5.5 8.165 4 32.6606 8.165 1 8.165

= 291.0006


14

0 6.568 0.5 3.284 =0.25 7.472 2 14.944 Koreksi =0.5 7.860 1 7.8600.75 8.026 2 16.052 =

1 8.090 1.5 12.1351.5 8.150 4 32.6002 8.165 2 16.330

2.5 8.165 4 32.6603 8.165 2 16.330

3.5 8.165 4 32.6604 8.165 2 16.330

4.5 8.165 4 32.6605 8.165 2 16.330

5.5 8.165 4 32.6606 8.165 1 8.165

= 291.0006


15

0 6.270 0.5 3.135 =

A1SACA1GD

A1SACA1GD

A1SACA1GD

15

0.25 7.050 2 14.100 Koreksi =0.5 7.510 1 7.5100.75 7.760 2 15.520 =

1 7.890 1.5 11.8351.5 8.019 4 32.0742 8.065 2 16.130

2.5 8.065 4 32.2603 8.065 2 16.130

3.5 8.065 4 32.2604 8.065 2 16.130

4.5 8.065 4 32.2605 8.065 2 16.130

5.5 8.065 4 32.2606 8.065 1 8.065

= 285.7994


16

0 5.130 0.5 2.565 =0.25 5.840 2 11.680 Koreksi =0.5 6.439 1 6.4390.75 6.791 2 13.582 =

1 7.030 1.5 10.5451.5 7.350 4 29.4002 7.480 2 14.960

2.5 7.520 4 30.0803 7.520 2 15.040

3.5 7.520 4 30.0804 7.520 2 15.040

4.5 7.520 4 30.0805 7.520 2 15.040

5.5 7.520 4 30.0806 7.520 1 7.520

= 262.1305


17

0 3.540 0.5 1.770 =0.25 4.230 2 8.460 Koreksi =0.5 4.870 1 4.8700.75 5.240 2 10.480 =

1 5.490 1.5 8.2351.5 5.840 4 23.360

A1SACA1GD

A1SACA1GD

172 6.000 2 12.000

2.5 6.050 4 24.2003 6.050 2 12.100

3.5 6.050 4 24.2004 6.050 2 12.100

4.5 6.050 4 24.2005 6.050 2 12.100

5.5 6.050 4 24.2006 6.050 1 6.050

= 208.325


18

0 1.910 0.5 0.955 =0.25 2.400 2 4.800 Koreksi =0.5 2.900 1 2.9000.75 3.250 2 6.500 =

1 3.500 1.5 5.2501.5 3.790 4 15.1602 3.940 2 7.880

2.5 4.020 4 16.0803 4.020 2 8.040

3.5 4.020 4 16.0804 4.020 2 8.040

4.5 4.020 4 16.0805 4.020 2 8.040

5.5 4.020 4 16.0806 4.020 1 4.020

= 135.905


19

0 0.660 0.5 0.330 =0.25 0.950 2 1.900 Koreksi =0.5 1.260 1 1.2600.75 1.480 2 2.960 =

1 1.640 1.5 2.4601.5 1.860 4 7.4402 1.920 2 3.840

2.5 1.970 4 7.8803 1.970 2 3.940

A1SACA1GD

A1SACA1GD

193.5 1.970 4 7.8804 1.970 2 3.940

4.5 1.970 4 7.8805 1.970 2 3.940

5.5 1.970 4 7.8806 1.970 1 1.970

= 65.5


20

0 0.000 0.5 0.000 =0.25 0.229 2 0.459 Koreksi =0.5 0.460 1 0.4600.75 0.675 2 1.350 =

1 0.874 1.5 1.3111.5 1.197 4 4.7872 1.370 2 2.740

2.5 1.450 4 5.8003 1.470 2 2.939

3.5 1.450 4 5.8004 1.370 2 2.740

4.5 1.197 4 4.7875 0.874 2 1.748

5.5 0.460 4 1.8396 0.000 1 0.000

= 36.75945


C

0 0.000 0.5 0.000 =0.25 0.120 2 0.240 Koreksi =0.5 0.370 1 0.3700.75 0.430 2 0.860 =

1 0.560 1.5 0.8401.5 0.840 4 3.3602 1.020 2 2.040

2.5 1.090 4 4.3603 1.100 2 2.200

3.5 1.070 4 4.2804 1.000 2 2.000

4.5 0.840 4 3.360

A1SACA1GD

A1SACA1GD

C5 0.590 2 1.1805.5 0.470 4 1.8806 0.000 1 0.000

= 26.97

TABEL PERHITUNGAN GADING - GADING

= 2.8822= 2/3 x T/12 x = 2.882 m2=

= 0.000 %

= 6.2087= 2/3 x T/12 x = 6.209 m2=

= 0.000 %

27.40672/3 x T/12 x

27.407

0.000 %

m2

[(A0GD-A0sac )/A0GD] x 100%

m2


m2

m2[(A1GD-A1sac )/A1GD] x 100%

48.37592/3 x T/12 x

48.376

0.000 %

68.97802/3 x T/12 x

68.978

0.000 %

87.50012/3 x T/12 x

m2


m2


m2

87.500

0.000 %

100.87782/3 x T/12 x

100.878

0.000 %

106.49462/3 x T/12 x

106.495

0.000 %


m2


m2


108.31692/3 x T/12 x

108.317

0.000 %

108.31692/3 x T/12 x

108.317

0.000 %

m2


m2


108.31692/3 x T/12 x

108.317

0.000 %

108.31692/3 x T/12 x

108.317

0.000 %

106.38092/3 x T/12 x

106.381

m2


m2


m2

m2

0.000 %

97.57082/3 x T/12 x

97.571

0.000 %

77.54322/3 x T/12 x

77.543

0.000 %


m2


m2


50.58692/3 x T/12 x

50.587

0.000 %

24.38062/3 x T/12 x

24.381

0.000 %

m2


m2


13.68272/3 x T/12 x

13.683

0.000 %

10.03882/3 x T/12 x

10.039

0.000 %

m2


m2


Gading -0.8 -0.4 0 1 2 3 4 5 6 7NO Frame 0 Frame 01 Frame 02 Frame 03 Frame 04 Frame 05 Frame 06 Frame 07

WL 6 6.7 -3.300 -3.690 -4.020 -5.370 -6.530 -7.420 -7.950 -8.140 -8.165 -8.165WL 5 5.5833333 0.000 -3.550 -5.080 -6.430 -7.420 -7.980 -8.110 -8.165WL 4 4.4666667 0.000 -2.400 -4.000 -5.590 -6.940 -7.810 -8.080 -8.165WL 3 3.35 0.000 -1.680 -3.300 -4.950 -6.550 -7.630 -8.040 -8.165WL 2 2.2333333 0.000 -1.170 -2.840 -4.520 -6.170 -7.430 -8.000 -8.165

WL 1.5 1.1166667 0.000 -0.840 -2.440 -4.120 -5.770 -7.200 -7.900 -8.090WL 0 0 0.000 0.000 -1.450 -2.968 -4.400 -5.590 -6.340 -6.568

-7 -6 -5 -4 -3 -2 -1 0

WLGading -0.5 -0.25 0 1 2 3 4 5 6 7

Frame 0 Frame 01 Frame 02 Frame 03 Frame 04 Frame 05 Frame 06 Frame 07WL 0 -0.020 0.000 1.450 2.968 4.400 5.590 6.340 6.568

WL 0.25 0.269 0.370 1.830 3.430 4.940 6.250 7.130 7.472WL 0.5 0.558 0.600 2.130 3.730 5.330 6.760 7.520 7.860WL 0.75 0.838 0.730 2.310 3.970 5.590 7.040 7.760 8.026WL 1.5 1.117 0.840 2.440 4.120 5.770 7.200 7.900 8.090WL 1.5 1.675 0.980 2.640 4.330 5.970 7.340 7.980 8.150WL 2 2.233 1.170 2.840 4.520 6.170 7.430 8.000 8.165

WL 2.5 2.792 1.400 3.050 4.700 6.360 7.530 8.030 8.165WL 3 3.350 1.680 3.300 4.950 6.550 7.630 8.040 8.165

WL 3.5 3.908 2.000 3.610 5.250 6.730 7.720 8.060 8.165WL 4 4.467 2.400 4.000 5.590 6.940 7.810 8.080 8.165

WL 4.5 5.025 2.900 4.490 5.990 7.170 7.910 8.090 8.165WL 5 5.583 0.000 0.000 3.550 5.080 6.430 7.420 7.980 8.110 8.165

WL 5.5 6.142 2.060 3.150 4.370 5.760 6.910 7.700 8.060 8.130 8.165WL 6 6.700 3.300 3.690 4.020 5.370 6.530 7.420 7.950 8.140 8.165 8.165Luas 0.000 2.882 6.209 27.407 48.376 68.978 87.500 100.878 106.495 108.317Luas 1/2 Frame 0 1.441097 3.104333 13.70336 24.18793 34.488994 43.75007 50.4389 53.2473194 54.15845

0.0011020.000107

8

0.0011020.000107

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 220.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

9.000WL 0WL 1WL 2WL3WL 4WL 5WL 60.25

0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000

-1.000

0.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000 Chart Title

Column DColumn DColumn DColumn DColumn DColumn DColumn DColumn DColumn D0-0.25-0.50+'LINES PLAN'!$F$30:$F$32

Axis Title

Axis

Titl

e

0.0011020.000107

0.0011016 0.626346

0.0011016 0.626346

0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000

-1.000

0.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000 Chart Title


Axis Title

Axis

Titl

e

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 230.000

20.000

40.000

60.000

80.000

100.000

120.000SAC

8 9 10 11 12 13 14 15 16 17 18 19 20Frame 08 Frame 09 Frame 10 Frame 11 Frame 12 Frame 13 Frame 14 Frame 15 Frame 16 Frame 17 Frame 18 Frame 19 Frame 20

-8.165 -8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.520 6.050 4.020 1.970 0.000-8.165 -8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.520 6.050 4.020 1.970 0.874-8.165 -8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.520 6.050 4.020 1.970 1.370-8.165 -8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.520 6.050 4.020 1.970 1.470-8.165 -8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.480 6.000 3.940 1.920 1.370-8.090 -8.090 8.090 8.090 8.090 8.090 8.090 7.890 7.030 5.490 3.500 1.640 0.874-6.568 -6.568 6.568 6.568 6.568 6.568 6.568 6.270 5.130 3.540 1.910 0.660 0.000

1 2 3 4 5 6 7 0.00110160.0001066

8 9 10 11 12 13 14 15 16 17 18 19 20Frame 08 Frame 09 Frame 10 Frame 11 Frame 12 Frame 13 Frame 14 Frame 15 Frame 16 Frame 17 Frame 18 Frame 19 Frame 20

6.568 6.568 6.568 6.568 6.568 6.568 6.568 6.270 5.130 3.540 1.910 0.660 0.0007.472 7.472 7.472 7.472 7.472 7.472 7.472 7.050 5.840 4.230 2.400 0.950 0.2297.860 7.860 7.860 7.860 7.860 7.860 7.860 7.510 6.439 4.870 2.900 1.260 0.4608.026 8.026 8.026 8.026 8.026 8.026 8.026 7.760 6.791 5.240 3.250 1.480 0.6758.090 8.090 8.090 8.090 8.090 8.090 8.090 7.890 7.030 5.490 3.500 1.640 0.8748.150 8.150 8.150 8.150 8.150 8.150 8.150 8.019 7.350 5.840 3.790 1.860 1.1978.165 8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.480 6.000 3.940 1.920 1.3708.165 8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.520 6.050 4.020 1.970 1.4508.165 8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.520 6.050 4.020 1.970 1.4708.165 8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.520 6.050 4.020 1.970 1.4508.165 8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.520 6.050 4.020 1.970 1.3708.165 8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.520 6.050 4.020 1.970 1.1978.165 8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.520 6.050 4.020 1.970 0.8748.165 8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.520 6.050 4.020 1.970 0.4608.165 8.165 8.165 8.165 8.165 8.165 8.165 8.065 7.520 6.050 4.020 1.970 0.000

108.317 108.317 108.317 108.317 108.317 108.317 108.317 106.381 97.571 77.543 50.587 24.381 13.68354.158445 54.158445 54.15845 54.15845 54.15845 54.158445 54.158445 53.1904439 48.785399 38.7716 25.29343 12.19028 6.841342

0.00110160.0001066

0.0011020.000107

0.0011020.000107

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 220.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

9.000WL 0WL 1WL 2WL3WL 4WL 5WL 60.25

0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000

-1.000

0.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000 Chart Title


Axis Title

Axis

Titl

e

0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000-1.000

0.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000Column D

Column D

`

31.410 15.705

0.001102

0.0011016340.000106598

0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000

-1.000

0.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000 Chart Title


Axis Title

Axis

Titl

e

0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000-1.000

0.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000Column D

Column D

`

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 230.000

20.000

40.000

60.000

80.000

100.000

120.000SAC

20.36 20.72 WL 1/2Frame C Frame D Bulbows B

0.000 0.000 0.4600.120 0.000 0.5800.370 0.000 0.8200.430 0.000 0.9600.560 0.000 1.1170.840 0.000 1.6751.020 0.000 2.2331.090 0.000 2.7921.100 0.000 3.3501.070 0.000 3.9081.000 0.000 4.4670.840 0.000 5.0250.590 0.000 5.5830.470 0.000 5.7400.000 0.000 6.25010.039 0.000

LUAS5.019417 0.000

-8 -7 -6 -5 -4 -3 -2 -1 00

1

2

3

4

5

6

7

8

-10.000 -8.000 -6.000 -4.000 -2.000 0.000 2.000 4.000 6.000 8.000 10.000

-1

0

1

2

3

4

5

6

7

8

GADING - GADING

LEBAR KAPAL

SARA

T

0-10.000 -8.000 -6.000 -4.000 -2.000 0.000 2.000 4.000 6.000 8.000 10.000

-1

0

1

2

3

4

5

6

7

8

GADING - GADING

LEBAR KAPAL

SARA

T

-8 -7 -6 -5 -4 -3 -2 -1 00

1

2

3

4

5

6

7

8

-10.000 -8.000 -6.000 -4.000 -2.000 0.000 2.000 4.000 6.000 8.000 10.000

-1

0

1

2

3

4

5

6

7

8

GADING - GADING

LEBAR KAPAL

SARA

T

0-10.000 -8.000 -6.000 -4.000 -2.000 0.000 2.000 4.000 6.000 8.000 10.000

-1

0

1

2

3

4

5

6

7

8

GADING - GADING

LEBAR KAPAL

SARA

T

I = 4.93 I" = 1.7748I' = 1.2325

Station SA/MA MS SA . MS Faktor Momen (FM) SA.MS.FM

(1) (2) (3) (4) (5) (6) (7)= (3).(4) = (5).(6)-0.8 0.0000 0.000 0.250 0.000 -10.800 0.000-0.4 0.0037 0.400 1.000 0.400 -10.400 -4.160

0 0.0779 8.410 1.250 10.513 -10.000 -105.1301 0.2536 27.388 4.000 109.552 -9.000 -985.9722 0.4476 48.344 2.000 96.688 -8.000 -773.5083 0.6384 68.942 4.000 275.766 -7.000 -1930.3624 0.8101 87.495 2.000 174.989 -6.000 -1049.9355 0.9337 100.835 4.000 403.340 -5.000 -2016.7006 0.9848 106.355 2.000 212.710 -4.000 -850.8407 1.0000 107.999 4.000 431.996 -3.000 -1295.9898 1.0000 108.317 2.000 216.634 -2.000 -433.2689 1.0000 108.317 4.000 433.268 -1.000 -433.268

10 1.0000 107.999 2.000 215.998 0.000 0.00011 1.0000 108.317 4.000 433.268 1.000 433.26812 1.0000 108.317 2.000 216.634 2.000 433.26813 1.0000 107.999 4.000 431.996 3.000 1295.98914 1.0000 107.999 2.000 215.998 4.000 863.99315 0.9835 106.214 4.000 424.854 5.000 2124.27216 0.9025 97.470 2.000 194.940 6.000 1169.64117 0.7172 77.459 4.000 309.838 7.000 2168.86418 0.4688 50.630 2.000 101.259 8.000 810.07519 0.2256 24.366 4.000 97.463 9.000 877.16420 0.1265 13.661 1.360 18.579 10.000 185.790

20.31 0.0899 9.708 1.440 13.979 10.310 144.12220.62 0.0000 0.000 0.360 0.000 10.620 0.000

Luas Section (SA)

(m2)

S1 = S2 =

5040.663 627.315Volume (V) = l = LBP / 20 = 4.930 m

= 8283.490Displacement 2( D2) =

= 8554.256 ton

Displacement 1( D1) == 8564.302 ton

Evaluasi displacement

(D2 - D1) / D1) 100 % = -0.117 % ;

LCB == 0.614 m 0.713 m LBP di depan midship

1/3 l S1m3

V g c

LWL . B . T . CB . g . C

sebesarnya 0,050%

l S2 / S1

-0.117

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 230.000

20.000

40.000

60.000

80.000

100.000

120.000

SAC

-0.117295 #REF!

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 230.000

20.000

40.000

60.000

80.000

100.000

120.000

SAC

SHIP NAME WATERLINE AREA, CENTRE AND INERTIA MOMENT LOA = 96.130 m.

LWL = 101.065 m. LBP = 98.600 m. WATERLINE at T = 4,8 m (WL6) B = 16.330 m. LWL = 89.440 m H = 8.400 m. BWL = 16.330 m T = 6.700 m.

NS B (m) MS FM B . MS

(1) (2) (3) (4)(5) (6)

= (2).(3) = (5).(4)-0.5 3.300 0.25 -10.5 0.825 -8.66

-0.25 3.690 1.00 -10.25 3.690 -37.820 4.020 1.25 -10 5.025 -50.251 5.370 4 -9 21.480 -193.322 6.530 2 -8 13.060 -104.483 7.420 4 -7 29.680 -207.764 7.950 2 -6 15.900 -95.405 8.140 4 -5 32.560 -162.806 8.165 2 -4 16.330 -65.327 8.165 4 -3 32.660 -97.988 8.165 2 -2 16.330 -32.669 8.165 4 -1 32.660 -32.66

10 8.165 2 0 16.330 0.0011 8.165 4 1 32.660 32.6612 8.165 2 2 16.330 32.6613 8.165 4 3 32.660 97.9814 8.165 2 4 16.330 65.3215 8.065 4 5 32.260 161.3016 7.520 2 6 15.040 90.2417 6.050 4 7 24.200 169.4018 4.020 2 8 8.040 64.3219 1.970 4 9 7.880 70.9220 0 1 10 0 0.00

421.930 -304.32 Waterline area (AWL) Centre of waterplane from midship ( OF ) Athwart inertia moment of waterplane( IT ) Longitudinal inertia moment to midship (Iy) Long. inertia moment of waterplane(IL)


B.MS.FM

1 = 2 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL


WATERLINE 5 LBP = 98.6 m LWL = 87.740 m S = 4.930 m BWL = 16.330 m Sa = 2.100 m TWL = 5.583 m Sf = 4.960 m


(1) (2) (3) (4)(5) (6)

= (2).(3) = (5).(4)a 0.000 0.213 -9.787 0.000 0.000b 2.690 0.852 -9.574 2.292 -21.9411 3.550 1.213 -9.000 4.306 -38.7552 5.080 4 -8.000 20.320 -162.5603 6.430 2 -7.000 12.860 -90.0204 7.420 4 -6.000 29.680 -178.0805 7.980 2 -5.000 15.960 -79.8006 8.110 4 -4.000 32.440 -129.7607 8.165 2 -3.000 16.330 -48.9908 8.165 4 -2.000 32.660 -65.3209 8.165 2 -1.000 16.330 -16.330

10 8.165 4 0.000 32.660 0.00011 8.165 2 1.000 16.330 16.33012 8.165 4 2.000 32.660 65.32013 8.165 2 3.000 16.330 48.99014 8.165 4 4.000 32.660 130.64015 8.065 2 5.000 16.130 80.65016 7.520 4 6.000 30.080 180.48017 6.050 2 7.000 12.100 84.70018 4.020 4 8.000 16.080 128.64019 1.970 1.503 9.000 2.961 26.649c 1.320 2.012 9.503 2.656 25.241d 0.000 0.503 10.006 0.000 0.000

393.825 -43.916 Waterline area (AWL) Centre of waterplane from midship ( OF ) Athwart inertia moment of waterplane( IT ) Longitudinal inertia moment to midship (Iy) Long. inertia moment of waterplane(IL)


B.MS.FM

1 = 2 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL



(1) (2) (3) (4)(5) (6)

= (2).(3) = (5).(4)a 0.000 0.12 -9.884 0.000 0.000b 1.77 0.46 -9.769 0.819 -7.9971 2.400 1.12 -9.000 2.677 -24.0972 4.000 4 -8.000 16.000 -128.0003 5.590 2 -7.000 11.180 -78.2604 6.940 4 -6.000 27.760 -166.5605 7.810 2 -5.000 15.620 -78.1006 8.080 4 -4.000 32.320 -129.2807 8.165 2 -3.000 16.330 -48.9908 8.165 4 -2.000 32.660 -65.3209 8.165 2 -1.000 16.330 -16.330

10 8.165 4 0.000 32.660 0.00011 8.165 2 1.000 16.330 16.33012 8.165 4 2.000 32.660 65.32013 8.165 2 3.000 16.330 48.99014 8.165 4 4.000 32.660 130.64015 8.065 2 5.000 16.130 80.65016 7.520 4 6.000 30.080 180.48017 6.050 2 7.000 12.100 84.70018 4.020 4 8.000 16.080 128.64019 1.970 1.68 9.000 3.319 29.868c 1.150 2.74 9.685 3.149 30.498d 0.000 0.68 10.369 0.000 0.000

383.194 53.181 Waterline area (AWL) Centre of waterplane from midship ( OF ) Athwart inertia moment of waterplane( IT ) Longitudinal inertia moment to midship (Iy) Long. inertia moment of waterplane(IL)


WATERLINE 3 LBP = 98.6 m LWL = 85.580 m S = 4.930 m BWL = 16.330 m Sa = 1.050 m

B.MS.FM

1 = 2 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL

TWL = 3.350 m Sf = 7.140 m


(1) (2) (3) (4)(5) (6)

= (2).(3) = (5).(4)a 0.000 0.11 -9.894 0.000 0.000b 1.22 0.43 -9.787 0.520 -5.0861 1.680 1.11 -9.000 1.859 -16.7302 3.300 4 -8.000 13.200 -105.6003 4.950 2 -7.000 9.900 -69.3004 6.550 4 -6.000 26.200 -157.2005 7.630 2 -5.000 15.260 -76.3006 8.040 4 -4.000 32.160 -128.6407 8.165 2 -3.000 16.330 -48.9908 8.165 4 -2.000 32.660 -65.3209 8.165 2 -1.000 16.330 -16.330

10 8.165 4 0.000 32.660 0.00011 8.165 2 1.000 16.330 16.33012 8.165 4 2.000 32.660 65.32013 8.165 2 3.000 16.330 48.99014 8.165 4 4.000 32.660 130.64015 8.065 2 5.000 16.130 80.65016 7.520 4 6.000 30.080 180.48017 6.050 2 7.000 12.100 84.70018 4.020 4 8.000 16.080 128.64019 1.970 1.72 9.000 3.397 30.569c 1.190 2.90 9.724 3.447 33.518d 0.000 0.72 10.448 0.000 0.000




B.MS.FM

1 = 2 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL


(1) (2) (3) (4)(5) (6)

= (2).(3) = (5).(4)a 0.000 0.10 -9.901 0.000 0.000b 0.85 0.40 -9.801 0.338 -3.3121 1.170 1.10 -9.000 1.286 -11.5772 2.840 4 -8.000 11.360 -90.8803 4.520 2 -7.000 9.040 -63.2804 6.170 4 -6.000 24.680 -148.0805 7.430 2 -5.000 14.860 -74.3006 8.000 4 -4.000 32.000 -128.0007 8.165 2 -3.000 16.330 -48.9908 8.165 4 -2.000 32.660 -65.3209 8.165 2 -1.000 16.330 -16.330

10 8.165 4 0.000 32.660 0.00011 8.165 2 1.000 16.330 16.33012 8.165 4 2.000 32.660 65.32013 8.165 2 3.000 16.330 48.99014 8.165 4 4.000 32.660 130.64015 8.065 2 5.000 16.130 80.65016 7.480 4 6.000 29.920 179.52017 6.000 2 7.000 12.000 84.00018 3.940 4 8.000 15.760 126.08019 1.920 1.72 9.000 3.297 29.670c 1.120 2.87 9.717 3.212 31.214d 0.000 0.72 10.434 0.000 0.000





(1) (2) (3) (4)(5) (6)

B.MS.FM

1 = 2 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL

B.MS.FM

(1) (2) (3) (4) = (2).(3) = (5).(4)a 0.000 0.09 -9.912 0.000 0.000b 0.54 0.35 -9.824 0.191 -1.8721 0.840 1.09 -9.000 0.914 -8.2272 2.440 4 -8.000 9.760 -78.0803 4.120 2 -7.000 8.240 -57.6804 5.770 4 -6.000 23.080 -138.4805 7.200 2 -5.000 14.400 -72.0006 7.900 4 -4.000 31.600 -126.4007 8.090 2 -3.000 16.180 -48.5408 8.090 4 -2.000 32.360 -64.7209 8.090 2 -1.000 16.180 -16.180

10 8.090 4 0.000 32.360 0.00011 8.090 2 1.000 16.180 16.18012 8.090 4 2.000 32.360 64.72013 8.090 2 3.000 16.180 48.54014 8.090 4 4.000 32.360 129.44015 7.890 2 5.000 15.780 78.90016 7.030 4 6.000 28.120 168.72017 5.490 2 7.000 10.980 76.86018 3.500 4 8.000 14.000 112.00019 1.640 1.64 9.000 2.685 24.161c 0.790 2.55 9.637 2.013 19.396d 0.000 0.64 10.274 0.000 0.000



WATERLINE at T =0 m (WL0) LBP = 98.6 m LWL = 81.700 m S = 4.930 m BWL = 13.137 m Sa = 4.300 m TWL = 0.000 m Sf = - m


(1) (2) (3) (4)(5) (6)

= (2).(3) = (5).(4)a 0.000 0.436105 -9.128 0.000 0.000b 0.78 1.744422 -8.692 1.361 -11.826

1 = 2 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL

B.MS.FM

2 1.450 1.436105 -8.000 2.082 -16.6593 2.968 4 -7.000 11.872 -83.1044 4.400 2 -6.000 8.800 -52.8005 5.590 4 -5.000 22.360 -111.8006 6.340 2 -4.000 12.680 -50.7207 6.568 4 -3.000 26.274 -78.8218 6.568 2 -2.000 13.137 -26.2749 6.568 4 -1.000 26.274 -26.274

10 6.568 2 0.000 13.137 0.00011 6.568 4 1.000 26.274 26.27412 6.568 2 2.000 13.137 26.27413 6.568 4 3.000 26.274 78.82114 6.568 2 4.000 13.137 52.54715 6.270 4 5.000 25.080 125.40016 5.130 2 6.000 10.260 61.56017 3.540 4 7.000 14.160 99.12018 1.910 2 8.000 3.820 30.56019 0.660 4 9.000 2.640 23.76020 0.000 1 10.000 0.000 0.000


1 = 2 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL

0.558

WATERLINE AREA, CENTRE AND INERTIA MOMENT WATERLINE AREA, CENTRE AND INERTIA MOMENT

WATERLINE at T = 4,8 m (WL6) WATERLINE 5.5S = 4.930 m. LWL Sa = 2.465 m. BWL Sa' = 1.233 m. TWL

NS

(7) (8)(1)= (6).(4)

8.984 90.956 a50.243 387.681 b81.206 502.500 1

619.417 1739.880 2556.890 835.840 3

1634.074 1454.320 41004.920 572.400 52157.413 814.000 61088.676 261.280 72177.352 293.940 81088.676 65.320 92177.352 32.660 101088.676 0.000 112177.352 32.660 121088.676 65.320 132177.352 293.940 141088.676 261.280 152098.327 806.500 16

850.518 541.440 17885.781 1185.800 18129.930 514.560 1930.581 638.280 c

0.000 0.000 d

24261.068 11390.557 1386.743 Waterline area (AWL)

-3.556 m Centre of waterplane from midship ( OF ) 26579.348 Athwart inertia moment of waterplane( IT )

909901.657 Longitudinal inertia moment to midship (Iy) 892368.673 Long. inertia moment of waterplane(IL)


(B)3.MS B.MS.FM2

= (2)3.(3)

3 = 4 =

m2

m4

m4

m4


WATERLINE at 4.5 LWL

sa' = 1.05 m sa" = 0.425963 BWL sf' = 2.48 m TWL

NS

(7) (8)(1)= (6).(4)

0.000 0.000 0.212982 a16.583 210.061 0.425963 b54.267 348.793 1

524.386 1300.480 2531.695 630.140 3

1634.074 1068.480 41016.339 399.000 4.8 52133.647 519.040 4 0.8 61088.676 146.970 3.2 0.8 72177.352 130.640 2.4 0.8 81088.676 16.330 1.6 0.8 92177.352 0.000 0.8 0.8 101088.676 16.330 0 0.8 112177.352 130.640 121088.676 146.970 132177.352 522.560 141049.163 403.250 151701.036 1082.880 16442.890 592.900 17259.859 1029.120 1811.491 239.841 194.628 239.863 0.503043 c0.000 0.000 1.006085 d

22444.169 9174.2881294.371 Waterline area (AWL)

-0.550 m Centre of waterplane from midship ( OF ) 24588.834 Athwart inertia moment of waterplane( IT )



(B)3.MS B.MS.FM2

= (2)3.(3)

3 = 4 =

m2

m4

m4

m4

WATERLINE at T 3.5 LWL

Sa' = 0.57 m BWL Sf' = 3.375 m TWL

NS

(7) (8)(1)= (6).(4)

0.000 0.000 0.115619 a2.565 78.116 0.231237 b

15.422 216.876 1256.000 1024.000 2349.354 547.820 3

1337.022 999.360 4952.759 390.500 52110.056 517.120 61088.676 146.970 72177.352 130.640 81088.676 16.330 92177.352 0.000 101088.676 16.330 112177.352 130.640 121088.676 146.970 132177.352 522.560 141049.163 403.250 151701.036 1082.880 16442.890 592.900 17259.859 1029.120 1812.879 268.809 194.165 295.357 0.684584 c0.000 0.000 1.369168 d


0.684 m Centre of waterplane from midship ( OF ) 23617.198 Athwart inertia moment of waterplane( IT )



WATERLINE 2.5 LWL

Sa' = 0.525 m BWL

(B)3.MS B.MS.FM2

= (2)3.(3)

3 = 4 =

m2

m4

m4

m4

Sf' = 3.57 m TWL

NS

(7) (8)(1)= (6).(4)

0.000 0.000 0.106491 a0.773 49.777 0.212982 b5.247 150.571 1

143.748 844.800 2242.575 485.100 31124.046 943.200 4888.390 381.500 5

2078.874 514.560 61088.676 146.970 72177.352 130.640 81088.676 16.330 92177.352 0.000 101088.676 16.330 112177.352 130.640 121088.676 146.970 132177.352 522.560 141049.163 403.250 151701.036 1082.880 16442.890 592.900 17259.859 1029.120 1813.182 275.121 194.881 325.935 0.724138 c0.000 0.000 1.448276 d





WATERLINE 1,5 LWL

Sa' = 0.49 m BWL Sf' = 3.535 m TWL

(B)3.MS B.MS.FM2

= (2)3.(3)

3 = 4 =

m2

m4

m4

m4

NS

(7) (8)(1)= (6).(4)

0.000 0.000 0.099391 a0.244 32.463 0.198783 b1.761 104.189 1

91.625 727.040 2184.691 442.960 3939.540 888.480 4820.345 371.500 5

2048.000 512.000 61088.676 146.970 72177.352 130.640 81088.676 16.330 92177.352 0.000 101088.676 16.330 112177.352 130.640 121088.676 146.970 132177.352 522.560 141049.163 403.250 151674.036 1077.120 16432.000 588.000 17244.652 1008.640 1812.153 267.034 194.030 303.311 0.717039 c0.000 0.000 1.434077 d





WATERLINE 0,5 LWL

Sa' = 0.435 m BWL Sf' = 3.14 m TWL

NS

(7) (8)(1)

(B)3.MS B.MS.FM2

= (2)3.(3)

3 = 4 =

m2

m4

m4

m4

(B)3.MS B.MS.FM2

= (6).(4) (1)

0.000 0.000 0.088235 a0.056 18.392 0.176471 b0.645 74.044 1

58.107 624.640 2139.869 403.760 3768.400 830.880 4746.496 360.000 5

1972.156 505.600 61058.950 145.620 72117.901 129.440 81058.950 16.180 92117.901 0.000 101058.950 16.180 112117.901 129.440 121058.950 145.620 132117.901 517.760 14982.338 394.500 15

1389.716 1012.320 16330.938 538.020 17171.500 896.000 18

7.220 217.448 191.256 186.916 0.636917 c0.000 0.000 1.273834 d





Sa' = 2.15 mSf' = - m

(7) (8)= (6).(4)

0.000 0.000 0.8722110.828 102.791 1.308316

= (2)3.(3)

3 = 4 =

m2

m4

m4

m4

(B)3.MS B.MS.FM2

= (2)3.(3)

4.378 133.271104.581 581.728170.368 316.800698.708 559.000509.680 202.8801133.536 236.462566.768 52.5471133.536 26.274566.768 0.0001133.536 26.274566.768 52.5471133.536 236.462566.768 210.188985.968 627.000270.011 369.360177.447 693.84013.936 244.4801.150 213.8400.000 0.000

9738.273 4885.742896.459

1.194 m10668.819

390283.385389006.178

3 = 4 =

m2

m4

m4

m4


WATERLINE 5.5 LBP = 98.600 m = 88.880 m S = 4.930 m = 14.000 m Sa = 6.990 m sa' == 6.142 m Sf = 4.490 m sf' =

B (m) MS FM B . MS

(2) (3) (4)(5) (6) (7)

= (2).(3) = (5).(4)0.000 0.709 -10.532 0.000 0.000 0.0003.570 2.836 -9.291 10.123 -94.058 129.0224.290 1.709 -9.000 7.331 -65.982 134.9265.290 4 -8.000 21.160 -169.280 592.1446.060 2 -7.000 12.120 -84.840 445.0906.560 4 -6.000 26.240 -157.440 1129.2026.780 2 -5.000 13.560 -67.800 623.3326.940 4 -4.000 27.760 -111.040 1337.0227.000 2 -3.000 14.000 -42.000 686.0007.000 4 -2.000 28.000 -56.000 1372.0007.000 2 -1.000 14.000 -14.000 686.0007.000 4 0.000 28.000 0.000 1372.0007.000 2 1.000 14.000 14.000 686.0007.000 4 2.000 28.000 56.000 1372.0007.000 2 3.000 14.000 42.000 686.0006.860 4 4.000 27.440 109.760 1291.3156.350 2 5.000 12.700 63.500 512.0965.450 4 6.000 21.800 130.800 647.5154.270 2 7.000 8.540 59.780 155.7092.910 4 8.000 11.640 93.120 98.5691.500 1.455 9.000 2.183 19.648 4.9121.200 1.822 9.455 2.186 20.668 3.1480.000 0.455 9.911 0.000 0.000 0.000

344.784 -253.164 13963.999 Waterline area (AWL) 1133.189 Centre of waterplane from midship ( OF ) -3.620 Athwart inertia moment of waterplane( IT ) 15298.337 Longitudinal inertia moment to midship (Iy) 696944.153 Long. inertia moment of waterplane(IL) 682094.805


B.MS.FM (B)

3.MS

= (2)3.(3)

1 = 2 = 3 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL

WATERLINE AREA, CENTRE AND INERTIA MOMENTWATERLINE AREA, CENTRE AND INERTIA MOMENT

WATERLINE at 4.5 LBP = - m = 84.750 m S = 4.930 m = 14.000 m Sa = 1.330 m sa' == 5.025 m Sf = 6.020 m sf' =

B (m) MS FM B . MS

(2) (3) (4)(5) (6) (7)

= (2).(3) = (5).(4)0.000 0.135 -9.865 0.000 0.000 0.0002.170 0.540 -9.730 1.171 -11.392 5.5132.550 1.135 -9.000 2.894 -26.046 18.8184.220 4 -8.000 16.880 -135.040 300.6065.510 2 -7.000 11.020 -77.140 334.5686.360 4 -6.000 25.440 -152.640 1029.0386.740 2 -5.000 13.480 -67.400 612.3646.930 4 -4.000 27.720 -110.880 1331.2507.000 2 -3.000 14.000 -42.000 686.0007.000 4 -2.000 28.000 -56.000 1372.0007.000 2 -1.000 14.000 -14.000 686.0007.000 4 0.000 28.000 0.000 1372.0007.000 2 1.000 14.000 14.000 686.0007.000 4 2.000 28.000 56.000 1372.0007.000 2 3.000 14.000 42.000 686.0006.820 4 4.000 27.280 109.120 1268.8586.310 2 5.000 12.620 63.100 502.4795.400 4 6.000 21.600 129.600 629.8564.190 2 7.000 8.380 58.660 147.1202.820 4 8.000 11.280 90.240 89.7031.460 1.611 9.000 2.351 21.163 5.0121.250 2.442 9.611 3.053 29.338 4.7700.000 0.611 10.221 0.000 0.000 0.000



B.MS.FM (B)

3.MS

= (2)3.(3)

1 = 2 = 3 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL

WATERLINE at T 3.5 LBP = - m = 85.440 m S = 4.930 m = 14.000 m Sa = 1.020 m sa' == 3.908 m Sf = 7.020 m sf' =

B (m) MS FM B . MS

(2) (3) (4)(5) (6) (7)

= (2).(3) = (5).(4)0.000 0.103 -9.897 0.000 0.000 0.0001.410 0.414 -9.793 0.583 -5.714 1.1601.730 1.103 -9.000 1.909 -17.181 5.7133.480 4 -8.000 13.920 -111.360 168.5775.000 2 -7.000 10.000 -70.000 250.0006.110 4 -6.000 24.440 -146.640 912.3976.680 2 -5.000 13.360 -66.800 596.1556.910 4 -4.000 27.640 -110.560 1319.7577.000 2 -3.000 14.000 -42.000 686.0007.000 4 -2.000 28.000 -56.000 1372.0007.000 2 -1.000 14.000 -14.000 686.0007.000 4 0.000 28.000 0.000 1372.0007.000 2 1.000 14.000 14.000 686.0007.000 4 2.000 28.000 56.000 1372.0007.000 2 3.000 14.000 42.000 686.0006.790 4 4.000 27.160 108.640 1252.1876.250 2 5.000 12.500 62.500 488.2815.340 4 6.000 21.360 128.160 609.0934.100 2 7.000 8.200 57.400 137.8422.710 4 8.000 10.840 86.720 79.6101.420 1.712 9.000 2.431 21.879 4.9021.170 2.848 9.712 3.332 32.360 4.5610.000 0.712 10.424 0.000 0.000 0.000



WATERLINE 2.5 LBP = 98.600 m = 85.510 m S = 4.930 m = 14.000 m Sa = 0.990 m sa' =

B.MS.FM (B)

3.MS

= (2)3.(3)

1 = 2 = 3 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL

= 2.792 m Sf = 7.120 m sf' =

B (m) MS FM B . MS

(2) (3) (4)(5) (6) (7)

= (2).(3) = (5).(4)0.000 0.100 -9.900 0.000 0.000 0.0000.980 0.402 -9.799 0.394 -3.857 0.3781.240 1.100 -9.000 1.365 -12.281 2.0982.910 4 -8.000 11.640 -93.120 98.5694.490 2 -7.000 8.980 -62.860 181.0385.800 4 -6.000 23.200 -139.200 780.4486.580 2 -5.000 13.160 -65.800 569.7816.900 4 -4.000 27.600 -110.400 1314.0366.995 2 -3.000 13.990 -41.970 684.5317.000 4 -2.000 28.000 -56.000 1372.0007.000 2 -1.000 14.000 -14.000 686.0007.000 4 0.000 28.000 0.000 1372.0007.000 2 1.000 14.000 14.000 686.0007.000 4 2.000 28.000 56.000 1372.0006.990 2 3.000 13.980 41.940 683.0646.750 4 4.000 27.000 108.000 1230.1886.200 2 5.000 12.400 62.000 476.6565.270 4 6.000 21.080 126.480 585.4533.990 2 7.000 7.980 55.860 127.0422.600 4 8.000 10.400 83.200 70.3041.360 1.722 9.000 2.342 21.079 4.3321.190 2.888 9.722 3.437 33.417 4.8670.000 0.722 10.444 0.000 0.000 0.000

310.947 2.488 12300.784 Waterline area (AWL) 1021.980 Centre of waterplane from midship ( OF ) 0.039 Athwart inertia moment of waterplane( IT ) 13476.193 Longitudinal inertia moment to midship (Iy) 520425.723 Long. inertia moment of waterplane(IL) 520424.132


WATERLINE 1,5 LBP = 98.600 m = 85.120 m S = 4.930 m = 13.960 m Sa = 0.930 m sa' == 1.675 m Sf = 6.790 m sf' =

B.MS.FM (B)

3.MS

= (2)3.(3)

1 = 2 = 3 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL

B (m) MS FM B . MS

(2) (3) (4)(5) (6) (7)

= (2).(3) = (5).(4)0.000 0.094 -9.906 0.000 0.000 0.0000.720 0.377 -9.811 0.272 -2.665 0.1410.940 1.094 -9.000 1.029 -9.258 0.9092.450 4 -8.000 9.800 -78.400 58.8253.910 2 -7.000 7.820 -54.740 119.5535.250 4 -6.000 21.000 -126.000 578.8136.230 2 -5.000 12.460 -62.300 483.6096.710 4 -4.000 26.840 -107.360 1208.4476.890 2 -3.000 13.780 -41.340 654.1666.980 4 -2.000 27.920 -55.840 1360.2746.980 2 -1.000 13.960 -13.960 680.1376.980 4 0.000 27.920 0.000 1360.2746.980 2 1.000 13.960 13.960 680.1376.980 4 2.000 27.920 55.840 1360.2746.920 2 3.000 13.840 41.520 662.7486.670 4 4.000 26.680 106.720 1186.9646.070 2 5.000 12.140 60.700 447.2975.050 4 6.000 20.200 121.200 515.1513.780 2 7.000 7.560 52.920 108.0202.420 4 8.000 9.680 77.440 56.6901.250 1.689 9.000 2.111 18.997 3.2980.990 2.755 9.689 2.727 26.421 2.6730.000 0.689 10.377 0.000 0.000 0.000



WATERLINE 0,5 LBP = 98.600 m = 83.560 m S = 4.930 m = 13.120 m Sa = 0.610 m sa' == 0.558 m Sf = 5.550 m sf' =

B (m) MS FM B . MS

(2) (3) (4)(5) (6) (7)

B.MS.FM (B)

3.MS

= (2)3.(3)

1 = 2 = 3 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL

B.MS.FM (B)

3.MS

(2) (3) (4) = (2).(3) = (5).(4)0.000 0.062 -9.938 0.000 0.000 0.0000.410 0.247 -9.876 0.101 -1.002 0.0170.520 1.062 -9.000 0.552 -4.970 0.1491.820 4 -8.000 7.280 -58.240 24.1143.110 2 -7.000 6.220 -43.540 60.1604.340 4 -6.000 17.360 -104.160 326.9865.350 2 -5.000 10.700 -53.500 306.2616.020 4 -4.000 24.080 -96.320 872.6696.360 2 -3.000 12.720 -38.160 514.5196.560 4 -2.000 26.240 -52.480 1129.2026.560 2 -1.000 13.120 -13.120 564.6016.560 4 0.000 26.240 0.000 1129.2026.560 2 1.000 13.120 13.120 564.6016.560 4 2.000 26.240 52.480 1129.2026.460 2 3.000 12.920 38.760 539.1726.200 4 4.000 24.800 99.200 953.3125.500 2 5.000 11.000 55.000 332.7504.400 4 6.000 17.600 105.600 340.7363.190 2 7.000 6.380 44.660 64.9241.940 4 8.000 7.760 62.080 29.2060.940 1.563 9.000 1.469 13.222 1.2980.640 2.252 9.563 1.441 13.780 0.5900.000 0.563 10.126 0.000 0.000 0.000


= (2)3.(3)

1 = 2 = 3 =

= 2 S/3 1= S 2 / 1= 2 1/3 S/3 3= 2 1/3 S3 4= Iy - OF2 AWL


3.495 m sa"2.245 m

(8)= (6).(4)0.000 -0.532454

873.897 0.708925593.834

1354.240593.880944.640339.000444.160126.000112.00014.0000.000

14.000112.000126.000439.040317.500784.800418.460744.960176.828195.420 0.455375

0.000 0.910751

8724.6591133.189

-3.620 m15298.337

696944.153682094.805


B.MS.FM2

4 =

m2

m4

m4

m4


0.665 m sa"3.01 m

(8)= (6).(4)0.000 0.134888

110.851 0.269777234.411

1080.320539.980915.840337.000443.520126.000112.00014.0000.000

14.000112.000126.000436.480315.500777.600410.620721.920190.463281.959 0.610548

0.000 1.221095

7300.4651068.722

-1.203 m14395.552

583176.479581630.962


B.MS.FM2

4 =

m2

m4

m4

m4

0.51 m sa"3.51 m

(8)= (6).(4)0.000 0.103448

55.956 0.206897154.626890.880490.000879.840334.000442.240126.000112.00014.0000.000

14.000112.000126.000434.560312.500768.960401.800693.760196.911314.283 0.711968

0.000 1.423935

6874.3151044.093

-0.475 m13902.859

549134.747548899.366


0.495 m sa"

B.MS.FM2

4 =

m2

m4

m4

m4

3.56 m

(8)= (6).(4)0.000 0.100406

37.794 0.200811110.525744.960440.020835.200329.000441.600125.910112.00014.0000.000

14.000112.000125.820432.000310.000758.880391.020665.600189.708324.886 0.72211

0.000 1.444219

6514.9231021.980

0.039 m13476.193

520425.723520424.132


0.465 m sa"3.395 m

B.MS.FM2

4 =

m2

m4

m4

m4

(8)= (6).(4)0.000 0.09432

26.149 0.18864183.322

627.200383.180756.000311.500429.440124.020111.68013.9600.000

13.960111.680124.560426.880303.500727.200370.440619.520170.975255.985 0.688641

0.000 1.377282

5991.150984.745

0.393 m12629.998

478585.682478433.960


0.305 m sa"2.775 m

(8)

B.MS.FM2

4 =

m2

m4

m4

m4

B.MS.FM2

= (6).(4)0.000 0.0618669.897 0.123732

44.726465.920304.780624.960267.500385.280114.480104.96013.1200.000

13.120104.960116.280396.800275.000633.600312.620496.640118.998131.775 0.56288

0.000 1.125761

4935.415878.670

0.598 m9732.554

394251.351393937.485

4 =

m2

m4

m4

m4

6.7TABEL PERHITUNGAN GADING - GADING

GADING SARAT ORDINAT FS HASIL KALI = 6.2087I II III IV III*IV = V = 2/3 x T/12 x

05 0.019 1 0.019 = 8.410 m2

5.5 4.639 4 18.556 Koreksi =6 4.020 1 4.020

= 22.595 = 26.178 %


1

0 0.000 1 0.000 = 27.40671 0.840 4 3.360 = 2/3 x T/6 x 2 1.170 2 2.340 = 27.3883 1.680 4 6.720 Koreksi =4 2.400 2 4.8005 3.550 4 14.200 = -0.068 %6 5.370 1 5.370

= 36.79


2

0 1.450 1 1.450 = 48.37591 2.440 4 9.760 = 2/3 x T/6 x 2 2.840 2 5.680 = 48.3443 3.300 4 13.200 Koreksi =4 4.000 2 8.0005 5.080 4 20.320 = -0.065 %6 6.530 1 6.530

S1 = 64.94

A0SAC m2A0GD


A1SAC m2A1GD


A2SAC m2A2GD



3

0 2.968 1 2.968 = 68.97801 4.120 4 16.480 = 2/3 x T/6 x 2 4.520 2 9.040 = 68.9423 4.950 4 19.800 Koreksi =4 5.590 2 11.1805 6.430 4 25.720 = -0.053 %6 7.420 1 7.420

S1 = 92.608


4

0 4.400 1 4.400 = 87.50011 5.770 4 23.080 = 2/3 x T/6 x 2 6.170 2 12.340 = 87.4953 6.550 4 26.200 Koreksi =4 6.940 2 13.8805 7.420 4 29.680 = 0.000 %6 7.950 1 7.950

= 117.53


5

0 5.590 1 5.590 = 100.87781 7.200 4 28.800 = 2/3 x T/6 x 2 7.430 2 14.860 = 100.8353 7.630 4 30.520 Koreksi =4 7.810 2 15.6205 7.980 4 31.920 = -0.042 %6 8.140 1 8.140

= 135.45

A3SAC m2A3GD


A4SAC m2A4GD


A5SAC m2A5GD


0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000

-1.000

0.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000


6

0 6.340 1 6.340 = 106.49461 7.900 4 31.600 = 2/3 x T/6 x 2 8.000 2 16.000 = 106.3553 8.040 4 32.160 Koreksi =4 8.080 2 16.1605 8.110 4 32.440 = -0.131 %6 8.165 1 8.165

= 142.865


7

0 6.568 1 6.568 = 108.31691 8.090 4 32.360 = 2/3 x T/6 x 2 8.165 2 16.330 = 107.9993 8.165 4 32.660 Koreksi =4 8.165 2 16.3305 8.165 4 32.660 = -0.294 %6 8.165 1 8.165

= 145.073383412


8

0 6.568 1 6.568 = 108.31691 8.090 4 32.360 = 2/3 x T/6 x 2 8.165 2 16.330 = 108.3173 8.165 4 32.660 Koreksi =4 8.165 2 16.3305 8.165 4 32.660 = 0.000 %6 8.165 1 8.165

= 145.073383412

A6SAC m2A6GD


A7SAC m2A7GD


A8SAC m2A8GD


0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000

-1.000

0.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000


9

0 6.568 1 6.568 = 108.31691 8.090 4 32.360 = 2/3 x T/6 x 2 8.165 2 16.330 = 108.3173 8.165 4 32.660 Koreksi =4 8.165 2 16.3305 8.165 4 32.660 = 0.000 %6 8.165 1 8.165

= 145.073383412


10

0 6.568 1 6.568 = 108.317 108.31691 8.090 4 32.360 = 2/3 x T/6 x 2 8.165 2 16.330 = 107.9993 8.165 4 32.660 Koreksi =4 8.165 2 16.3305 8.165 4 32.660 = -0.294 %6 8.165 1 8.165

= 145.073383412


11

0 6.568 1 6.568 = 108.3171 8.090 4 32.360 = 2/3 x T/6 x 2 8.165 2 16.330 = 108.3173 8.165 4 32.660 Koreksi =4 8.165 2 16.3305 8.165 4 32.660 = 0.000 %6 8.165 1 8.165

= 145.073383412

A9SAC m2A9GD


A10SACA10GD

m2[(A10GD-A10sac )/A10GD] x 100%

A11SAC m2A11GD

m2[(A11GD-A11sac )/A11GD] x 100%


12

0 6.568 1 6.568 = 108.31691 8.090 4 32.360 = 2/3 x T/6 x 2 8.165 2 16.330 = 108.3173 8.165 4 32.660 Koreksi =4 8.165 2 16.3305 8.165 4 32.660 = 0.000 %6 8.165 1 8.165

= 145.073383412


13

0 6.568 1 6.568 = 108.31691 8.090 4 32.360 = 2/3 x T/6 x 2 8.165 2 16.330 = 107.9993 8.165 4 32.660 Koreksi =4 8.165 2 16.3305 8.165 4 32.660 = -0.294 %6 8.165 1 8.165

= 145.073383412


14

0 6.568 1 6.568 = 108.31691 8.090 4 32.360 = 2/3 x T/6 x 2 8.165 2 16.330 = 107.9993 8.165 4 32.660 Koreksi =4 8.165 2 16.3305 8.165 4 32.660 = -0.294 %6 8.165 1 8.165

= 145.073383412

A12SAC m2A12GD

m2[(A12GD-A12sac )/A12GD] x 100%

A13SAC m2A13GD

m2[(A13GD-A13sac )/A13GD] x 100%

A14SAC m2A14GD

m2[(A14GD-A14sac )/A14GD] x 100%


15

0 6.270 1 6.270 = 106.38091 7.890 4 31.560 = 2/3 x T/6 x 2 8.065 2 16.130 = 106.2143 8.065 4 32.260 Koreksi =4 8.065 2 16.1305 8.065 4 32.260 = -0.157 %6 8.065 1 8.065

= 142.675


16

0 5.130 1 5.130 = 97.57081 7.030 4 28.120 = 2/3 x T/6 x 2 7.480 2 14.960 = 97.4703 7.520 4 30.080 Koreksi =4 7.520 2 15.0405 7.520 4 30.080 = -0.103 %6 7.520 1 7.520

= 130.93


17

0 3.540 1 3.540 = 77.54321 5.490 4 21.960 = 2/3 x T/6 x 2 6.000 2 12.000 = 77.4593 6.050 4 24.200 Koreksi =4 6.050 2 12.1005 6.050 4 24.200 = -0.108 %6 6.050 1 6.050

S1 = 104.05

A15SAC m2A15GD

m2[(A15GD-A15sac )/A15GD] x 100%

A16SAC m2A16GD

m2[(A16GD-A16sac )/A16GD] x 100%

A17SAC m2A17GD

m2[(A17GD-A17sac )/A17GD] x 100%

0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000

-1.000

0.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

Column DColumn DColumn DColumn DColumn DColumn D


18

0 1.910 1 1.910 = 50.58691 3.500 4 14.000 = 2/3 x T/6 x 2 3.940 2 7.880 = 50.6303 4.020 4 16.080 Koreksi =4 4.020 2 8.0405 4.020 4 16.080 = 0.085 %6 4.020 1 4.020

S1 = 68.01


19

0 0.660 1 0.660 = 24.38061 1.640 4 6.560 = 2/3 x T/6 x 2 1.920 2 3.840 = 24.3663 1.970 4 7.880 Koreksi =4 1.970 2 3.9405 1.970 4 7.880 = -0.061 %6 1.970 1 1.970

= 32.730


20

0 0.000 1 0.000 = 13.68271 0.874 4 3.496 = 2/3 x T/6 x 2 1.370 2 2.740 = 13.66103 1.470 4 5.879 Koreksi =4 1.370 2 2.7405 0.874 4 3.496 = -0.158 %6 0.000 1 0.000

= 18.35064

A18SAC m2A18GD

m2[(A18GD-A18sac )/A18GD] x 100%

A19SAC m2A19GD

m2[(A19GD-A19sac )/A19GD] x 100%

A20SAC m2A20GD

m2[(A20GD-A20sac )/A20GD] x 100%

0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000

-1.000

0.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000



c

0 0.000 1 0.000 = 10.03881 0.560 4 2.240 = 2/3 x T/6 x 2 1.020 2 2.040 = 9.70763 1.100 4 4.400 Koreksi =4 1.000 2 2.0005 0.590 4 2.360 = -3.413 %6 0.000 1 0.000

= 13.04

A20SAC m2A20GD

m2[(A20GD-A20sac )/A20GD] x 100%

0.000 0.500 1.000 1.500 2.000 2.500 3.000 3.500 4.000 4.500 5.0004.4

4.6

4.8

5

5.2

5.4

5.6

5.8

6

6.2

0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000

-1.000

0.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

TABEL LUAS WATERLINEAWL HASIL

6 1386.7435 1294.3714 1259.4303 1236.7462 1215.5521 1169.7970 896.4587235316

TABEL OFOF HASIL 6 -3.5565 -0.5504 0.6843 1.4462 1.8971 1.7550 1.1936

TABEL ITIT HASIL 6 26579.3485 24588.8344 23617.1983 23027.2342 22531.5781 21118.0390 10668.819

TABEL IyIY HASIL 6 909901.6575 732861.3974 683515.0633 654166.8622 625990.3031 572176.3010 390283.385

TABEL ILIL HASIL 6 892368.6735 732470.2074 682925.4723 651582.2392 621613.8461 568571.3090 389006.178

800.000 900.000 1000.0001100.0001200.0001300.0001400.0001500.000

0

1

2

3

4

5

6

7

-4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.0000

1

2

3

4

5

6

7

5000.000 10000.000 15000.000 20000.000 25000.000 30000.000

0

1

2

3

4

5

6

7 Chart Title

200000.000 400000.000 600000.000 800000.000 1000000.000

0

1

2

3

4

5

6

7

200000.000 400000.000 600000.000 800000.000 1000000.000

0

1

2

3

4

5

6

7

200000.000 400000.000 600000.000 800000.000 1000000.000

0

1

2

3

4

5

6

7

-4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.0000

1

2

3

4

5

6

7

DIMENSIONS OF SHIP MIDSHIP SECTION AREA AND COEFFIENT LOA = 96.130 m.

LWL = 101.065 m. LBP = 98.600 m. Waterline spacing B = 16.330 m. H = 8.400 m. T = 6.700 m.

WL 0,5 B (m) MS 0,5 B . MS WL 0,5 B (m)

(1) (2) (3) (4)

0 6.568 1 6.568 3 8.165 0.5 6.560 4 26.240 3.5 7.000 1 8.090 1 8.090 4 8.165

40.898 15.223

1 8.090 1 8.090 4 8.165 1.5 6.980 4 27.920 4.5 7.000 2 8.165 1 8.165 5 8.165

85.073 31.666

2 8.165 1 8.165 5 8.165 2.5 7.000 4 28.000 5.5 7.000 3 8.165 1 8.165 6 8.165

129.403 48.167

145.84

=

=

=

MIDSHIP SECTION AREA AND COEFFIENT

( t ) = 0.5583 m

MS 0,5 B . MS

1 8.165 4 28.000 1 8.165

= 173.733 64.667

1 8.165 4 28.000 1 8.165

= 218.063 81.168

1 8.165 4 28.000 1 8.165

= 262.393 97.669

DIMENSIONS OF SHIPVOLUME, DISPLACEMENT AND CENTRE OF BUOYANCYLOA = 96.130 m.

LWL = 101.065 m.LBP = 98.600 m. Waterline spacing

B = 16.330 m. Specific gravity of sea waterH = 8.400 m. Specific gravity of fresh waterT = 6.700 m. Skin factor

WL MS FM OF (m) AWL.MS

(1) (2) (3) (4) (5) (6)= (2).(3)0.000 896.459 1.000 0.000 1.194 896.4590.500 878.670 4.000 1.000 0.598 3514.6791.000 1169.797 1.000 2.000 1.755 1169.797

5580.9341.000 1169.797 1.000 2.000 1.755 1169.7971.500 984.745 4.000 3.000 0.393 3938.9802.000 1215.552 1.000 4.000 1.897 1215.552

11905.2622.000 1215.552 1.000 4.000 1.897 1215.5522.500 1021.980 4.000 5.000 0.039 4087.9223.000 1236.746 1.000 6.000 1.446 1236.746

18445.4823.000 1236.746 1.000 6.000 1.446 1236.7463.500 1044.093 4.000 7.000 -0.475 4176.3734.000 1259.430 1.000 8.000 0.684 1259.430

25118.0314.000 1259.430 1.000 8.000 0.684 1259.4304.500 1068.722 4.000 9.000 -1.203 4274.8885.000 1294.371 1.000 10.000 -0.550 1294.371

31946.7205.000 1294.371 1.000 10.000 -0.550 1294.3715.500 1133.189 4.000 11.000 -3.620 4532.7556.000 1386.743 1.000 12.000 -3.556 1386.743

39160.589

WL T V (m3)( m )1.000 1.117 1038.674 1046.464 1072.6252.000 2.233 2215.702 2232.319 2288.1273.000 3.350 3432.909 3458.656 3545.1224.000 4.467 4674.745 4709.805 4827.5505.000 5.583 5945.640 5990.232 6139.9886.000 6.700 7288.221 7342.882 7526.454

AWL (m2)

1.1 =

1.2 =

1.3 =

1.4 =

1.5 =

1.6 =

DFW (ton) DSW (ton)= 1/3 t 1.n = V f c = V s c

VOLUME, DISPLACEMENT AND CENTRE OF BUOYANCY

( t ) = 0.558 m= 1.025= 1.000

( c ) = 1.008AWL.MS.FM AWL.MS.OF

(7) (8)= (6).(4) = (6).(5)0.000 1070.030

3514.679 2100.6072339.593 2053.560

5854.272 5224.1972339.593 2053.56011816.939 1546.1274862.206 2306.471

24873.010 11130.3554862.206 2306.471

20439.609 161.2857420.479 1787.882

57595.305 15385.9937420.479 1787.882

29234.610 -1982.96610075.442 861.712

104325.835 16052.622 7288.22110075.442 861.712 8293.21738473.988 -5140.782 -13.78912943.709 -711.579

165818.974 11061.97312943.709 -711.57949860.306 -16408.34616640.919 -4930.897

245263.909 -10988.850KB (m) OB (m)

0.586 0.9361.166 0.9351.743 0.8342.319 0.6392.898 0.3463.497 -0.281

( s ) ton/m3( f ) ton/m3

2.1 = 3.1 =

2.2 = 3.2 =

2.3 = 3.3 =

2.4 = 3.4 =

2.5 = 3.5 =

2.6 = 3.6 =

= t 2.n/1.n = 3.n/1.n

FORM COEFFICIENTS DIMENSIONS OF SHIP

LOA = 96.130 m. B = 16.330 m. LWL = 101.065 m. H = 8.400 m. LBP = 98.600 m. T = 6.700 m.

NO SUBJECTS SYMBOL FORMULA UNIT

1 Length on the waterline LWL m 2 Breadth B m 3 Draught T m 4 Area of waterline AWL 5 Area of midship section AMS 6 Volume V 7 Waterline coefficient CW [4]/{[1].[2]} 8 Midship section coeff. CM [5]/{[2].[3]} 9 Block coefficient CB [6]/{[1].[2].[3]} 10 Vertical prismatic coeff. CPV [9] / [7] 11 Long. prismatic coeff. CPH [9] / [8]

m2

m2

m3

FORM COEFFICIENTS

WATERLINE (WL)WL.0 WL.1 WL.2 WL.3 WL.4 WL.5 WL.6

81.700 84.540 85.440 85.580 86.500 87.740 89.440 13.137 16.180 16.330 16.330 16.330 16.330 16.330

0 1.116667 2.2333333 3.35 4.4666667 5.5833333 6.7 896.459 ### 1,215.552 1,236.746 1,259.430 1,294.371 1,386.743

15.22329 31.666204 48.166815 64.667426 81.168037 97.6686481038.674 2215.702 3432.909 4674.745 5945.640 7288.221

0.835 0.855 0.871 0.885 0.892 0.903 0.949 - 0.843 0.868 0.880 0.887 0.890 0.893 - 0.680 0.711 0.733 0.741 0.743 0.745 - 0.795 0.816 0.829 0.831 0.823 0.784 - 0.807 0.819 0.833 0.836 0.835 0.834

DIMENSIONS OF SHIP


NO SUBJECTS SYMBOL FORMULA

1 IT

2 IL

3 Volume V

4 KB

5 Athwart metacentra radius MB [1] / [3]

6 Longitudinal metacentra radius MLB [2] / [3]

7 Athwart metacentra geight MK [4] + [5]

8 Longitudinal metacentra height MLK [4] + [6]

Athwart inertia moment of waterline

Longitudinal inertia moment of waterline

Vertical centre of buoyancy from baseline

METACENTRA RADIUS AND HEIGHT

UNIT WATERLINE (WL)WL.0 WL.1 WL.2 WL.3 WL.4 WL.5 WL.6

10668.819 21118.039 22531.578 23027.234 23617.198 24588.834 26579.348

389006.178 568571.309 621613.846 651582.239 682925.472 732470.207 892368.673

- 1038.674 2215.702 3432.909 4674.745 5945.640 7288.221

m - 0.586 1.166 1.743 2.319 2.898 3.497

m - 20.332 10.169 6.708 5.052 4.136 3.647

m - 547.401 280.549 189.805 146.088 123.195 122.440

m - 20.917 11.336 8.451 7.371 7.034 7.144

m - 547.987 281.716 191.548 148.407 126.093 125.937

m4

m4

m3

DIMENSIONS OF SHIP


NO SUBJECTS SYMBOL FORMULA

1 Length between perpendicular LBP

2 Area of waterline AWL

3 OF

4 MLB

5 Displacement D

6 Ton per centimetre immersion TPC 0,01 [2] 1,025

7 DDT [3].[-(6)]/[1]

8 Momren trim one centimetre MTC [4].[5]/{100[1]}

Long. centre of buoyancy from midshipLong. centre of buoyancy from midship

Displacement doe to trim 1 cm. trim by stern

UNIT WATERLINE (WL)WL.0 WL.1 WL.2 WL.3 WL.4 WL.5 WL.6

m 98.600 98.600 98.600 98.600 98.600 98.600 98.600

896.459 1169.797 1215.552 1236.746 1259.430 1294.371 1386.743

m 1.194 1.755 1.897 1.446 0.684 -0.550 -3.556

m - 547.401 280.549 189.805 146.088 123.195 122.440

ton - 1072.625 2288.127 3545.122 4827.550 6139.988 7526.454

m 9.189 11.990 12.459 12.677 12.909 13.267 14.214

ton -0.111 -0.213 -0.240 -0.186 -0.090 0.074 0.513

ton.m/cm - 59.549 65.105 68.243 71.526 76.715 93.462

TON PER CENTIMETRE IMMERSION, DISPLACEMENT DOE TO ONE

CENTIMETRE TRIM BY STERN, AND MOMEN TRIM ONE CENTIMETRE

m2

SYMBOL UNITWATERLINE (WL)

WL.0 WL.1 WL.2

LWL m 81.700 84.540 85.440

B m 13.137 16.180 16.330

T m 0.000 1.117 2.233

AWL 896.459 1169.797 1215.552

OF m 1.194 1.755 1.897

IT 10668.819 21118.039 22531.578

Iy 390283.385335947 572176.301273106 625990.302892007

IL 389006.178 568571.309 621613.846

MSA - 15.223 31.666

V - 1038.674 2215.702

DS ton - 1072.625 2288.127

DF ton - 1046.464 2232.319

KB m - 0.586 1.166

OB m - 0.936 0.935

MB m - 20.332 10.169

MLB m - 547.401 280.549

MK m - 20.917 11.336

MLK m - 547.987 281.716

TPC ton 9.189 11.990 12.459

DDT ton -0.111 -0.213 -0.240

MTC ton.m/cm - 59.549 65.105

CWL 0.835 0.855 0.871

CM - 0.843 0.868

CB - 0.680 0.711

CPV - 0.795 0.816CPH - 0.807 0.819

m2

m4

m4

m4

m2

m3

WATERLINE (WL)WL.3 WL.4 WL.5 WL.6

85.580 86.500 87.740 89.440

16.330 16.330 16.330 16.330

3.350 4.467 5.583 6.700

1236.746 1259.430 1294.371 1386.743

1.446 0.684 -0.550 -3.556

23027.234 23617.198 24588.834 26579.348

654166.861904086 683515.062838053 732861.39722056 909901.656500369

651582.239 682925.472 732470.207 892368.673

48.167 64.667 81.168 97.669

3432.909 4674.745 5945.640 7288.221

3545.122 4827.550 6139.988 7526.454

3458.656 4709.805 5990.232 7342.882

1.743 2.319 2.898 3.497

0.834 0.639 0.346 -0.281

6.708 5.052 4.136 3.647

189.805 146.088 123.195 122.440

8.451 7.371 7.034 7.144

191.548 148.407 126.093 125.937

12.677 12.909 13.267 14.214

-0.186 -0.090 0.074 0.513

68.243 71.526 76.715 93.462

0.885 0.892 0.903 0.949

0.880 0.887 0.890 0.893

0.733 0.741 0.743 0.745

0.829 0.831 0.823 0.7840.833 0.836 0.835 0.834

GADING 0

WL 0,5 B (m) MS 0,5 B . MS WL 0,5 B (m)

Lines Plan Dian Ok

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