ilham hidro terbaru

A Penentuan Ukuran Utama 12.3

1. Penentuan panjang kapal

80.00 m 4 4.0000000

82.0000 m

2. Penentuan Lebar Kapal

14.00 m 1.75 0.280000

3 Penentuan Sarat Kapal

6.00 m 1

4 Penentuan Tinggi Geladak Kapal

8.20 m 12.3 1.37

C Penentuan Koefisien Be \

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) )

= 0.76

( Chirilia )

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

= 0.75

( Schekluth )

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

= 0.73

( Telfer )

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

=

( Sabit series 60 )

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

= 0.72

( Bassoulis )

1.6. Cb =

= 0.70

LBP =

LWL = LBPr x 1,025

LWL =

B =

T =

H =

0,813 x 0,99 x Lbp0,42 x B-0,3072 x T0,1721 x V-0,6135

E9

HASWAR: Jarak dari rudder stock/poros kemudi sampai titik pertemuan antara garis permukaan air dengan sisi luar linggi Buritan tidak termasuk kulit kapal

E10

HASWAR 07: Tidak selamanya LWL = 1.025 Lbp bisa saja 1.03 Lbp tergantung yang kita rencanakan

E15

HASWAR: Usahakan hari ini lebih baik dari hari kemarin, jangan statis

Dalam buku "Ship Basic Design", hal.10 :

1.7. Cb = 1,115 - ((0,276 x V(knot)) / ( Lbp(m)0,5 ) )

= 0.78

Dalam buku "Element of Ship Design", hal.16 :

1.8. Cb = 1,0 - (( 0,23 x V(knot) ) / ( Lbp(m)0,5 ) )

= 0.69

koreksi cb terletak antara 0.66 ~ 0.78 = 0.78

2. Koefisien Midship

Dalam buku "Ship Design for Efficiency and Economy" hal.34 :

( Van Lammeren )

2.1. Cm = 0,9 + ( 0,1 x ( Cb^0,5 ))

= 0.9881

( Kerlen 1979 )

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

= 0.98461

( HSVA - Linienatlas )

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

= 0.016

Dalam buku "Ship Design and Ship Theory ",hal.52 :

( Sabit Series 60 )

2.4. Cm = 0,93 + ( 0,08 x Cb )

= 0.988

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 Waterline

Dalam buku "Element of Ship Design " hal.54 :

3.1. Cw = Cb + 0,1

= 0.880

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

= 1.245

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 )

= 10.940

3.4. Cw = Cph^2/3

= 0.207

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

= 0.856

( Posdunine )

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

= 0.853

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

= 0.858

Dalam buku "Ship Design and Ship Theory ",hal.37 :

( Sabit Series 60 )

3.8. Cw = 0,18 + ( 0,85 x Cp )

= 0.850

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

= 0.855

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

= 0.859

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

= 0.666

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

= 0.857

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

dipilih Cw = 0.860

4. Koefisien Prismatik

Dalam buku "Element of Ship Design " hal.53 :

4.1. Cph = Cb / Cm

= 0.788

4.2. Cpv = Cb / Cw

= 0.907

Dalam buku "Element of Ship Design", Cw terletak antara 0,65 ~ 0,82

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

TABEL PERHITUNGAN WATERLINE 6

Water line = 6 l = 4

LWL = 82 L' = 1

Bwl = 14 L" = -

No. Gdg Ordinat Fs Hasil Kali I FM Hasil Kali II Hasil Kali III Hasil Kali IV

I II III II * III = IV V IV * V = VI V * VI = VII

-1.22 1.400 0.25 0.350 -10.50 -3.675 38.588 0.686

-1.19 2.580 1 2.580 -10.25 -26.445 271.061 17.174

0 3.990 1.25 4.988 -10 -49.875 498.750 79.401

1 5.200 4 20.800 -9 -187.200 1684.800 562.432

2 6.200 2 12.400 -8 -99.200 793.600 476.656

3 6.550 4 26.200 -7 -183.400 1283.800 1124.046

4 6.690 2 13.380 -6 -80.280 481.680 598.837

5 6.800 4 27.200 -5 -136.000 680.000 1257.728

6 6.890 2 13.780 -4 -55.120 220.480 654.166

7 7.000 4 28.000 -3 -84.000 252.000 1372.000

8 7.000 2 14.000 -2 -28.000 56.000 686.000

9 7.000 4 28.000 -1 -28.000 28.000 1372.000

10 7.000 2 14.000 0 0.000 0.000 686.000

11 7.000 4 28.000 1 28.000 28.000 1372.000

12 7.000 2 14.000 2 28.000 56.000 686.000

13 7.000 4 28.000 3 84.000 252.000 1372.000

14 7.000 2 14.000 4 56.000 224.000 686.000

15 6.950 4 27.800 5 139.000 695.000 1342.810

16 6.490 2 12.980 6 77.880 467.280 546.719

17 5.600 4 22.400 7 156.800 1097.600 702.464

18 4.170 2 8.340 8 66.720 533.760 145.023

19 2.260 4 9.040 9 81.360 732.240 46.173

20 0.000 1 0.000 10 0.000 0.000 0.000

370.238 -243.435 10374.639 15786.313

AWL = 987.300

a = -2.63004 m

Ix = 14032.278

Iy = 442651.253

IL = 435821.982

Koreksi Water Line

= 987.280

Koreksi =

= 0.002 %

II3 * III = VIII

S1 = S2 =

= 2. k. l. S1 m2

= l. S2/S1

= 1/3. 2. k. l. S4 m4

= 2. k. I3. S3 m4

= Iy - a2. Awl m4

AWL Rancangan

( AWL−AWLrancangan )AWL

x100 %

B2

Muh. Rusdin: Sebelum masuk kesini tentukan dulu paralel Middle Body pada diagram SAC

E4

HASWAR 07: tarik grafik disamping naik atu turun agar gambar stream line/tidak patah & awl terkoreksi

C19

Muh. Rusdin: Biasanya ordinat yang sama 1/2 B lebih banyak dari paralel middle Body sekitar penambahan 2 gading di buritan maupun haluan atau entrance dan run

C22

joel: lebar kapal dibagi 2

G35

HASWAR 07: usahakan nilai ini sama de ngan milai awl rancangan, lanjutkan tapi jangan lupa kewajiban anda kapada yang menciptakan anda.

Data Kapal Rancangan Lbp = 80.00 m 4.00 13.33333

B = 14.00 mT = 6.00 mH = 8.20 m

Cb = 0.78Cm = 0.99Cw = 0.86

Cpv = 0.91Cph = 0.79

Fb = 1.55 mFn = 0.23

Displ. = 6351.68 Ton

Vol. = 5372.64Dwt = 4250 Ton

Vs = 11 knotLwl= 82.00 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) = 916.667 mm = 0.917 m1/3 Ap = 11.1 (LBP/3 + 10) = 407 mm = 0.407 m1/6 Ap = 2.8 (LBP/3 +10) = 102.6667 mm = 0.103 m

Untuk Haluan KapalFp = 50 (LBP/3 + 10) = 1833.333 mm = 1.833 m1/3 Fp = 22.2 (LBP/3 + 10) = 814 mm = 0.814 m1/6 Fp = 5.6 (LBP/3 + 10) = 205.3333 mm = 0.205 m

RADIUS BILGA

R = (B*T*(1-Cm)/0.4292)^0.5R = 1.399

m3

PERENCANAAN BURITAN

# Diameter propeller KapalDP= 2/3 x T

= 2/3 x 6,7= 4.00 m

# Diameter bos propellerDbp= 1/6 x DP

= 1/6 x 4.13= 0.67 m

# Menghitung jarak antara propeller dan tinggi kemudi1). = 0.01 x DP

= 0.040 m2). = 0.09 x DP

= 0.360 m3). = 0.17 x DP

= 0.680 m4). = 0.15 x DP

= 0.6 m5). = 0.18 x DP

= 0.72 m6). = 0.4 x DP

= 1.600 m

# Perhitungan kemudi

1). Luas daun kemudiA = ( (T x Lbp/100) + (25 (B /Lbp ) )

= 9.175 m

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

= 4.000 m

3). Lebar daun kemudi= A / h maks= 2.294 m

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

a = 0.1 x DP= 0.400 m

b = 0.09 x DP

= 0.360 mc = 0.17 x DP

= 0.680 md = 0.18 x DP

= 0.72 me = 0.15 x DP

= 0.6 m f = 0.4 x DP

= 1.600 m

5). Ukuran tinggi baling-balingl = 50 x Lbp

= 447.21 mm

t = 2.4 x Lbp= 21.466 mm

b = 36 x Lbp= 321.99 mm

skala x 2

1.833333

0.814

0.205333

3.667

1.628

0.411

Gading -0.5 -0.25 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

NO Frame 00 Frame 01 Frame 02 Frame 03 Frame 04 Frame 05 Frame 06 Frame 07 Frame 08 Frame 09 Frame 10 Frame 11 Frame 12 Frame 13 Frame 14 Frame 15 Frame 16 Frame 17 Frame 18

WL 0 -0.020 0.000 1.650 3.140 4.210 4.950 5.420 5.601 5.601 5.601 5.601 5.601 5.601 5.601 5.360 4.920 4.260 3.410 2.250

WL 1 1.000 2.530 3.990 5.100 5.860 6.330 6.680 7.020 7.020 7.020 7.020 7.020 7.020 7.020 6.710 6.410 5.750 4.590 3.140

WL 2 2.000 3.250 4.570 5.530 6.110 6.460 6.760 7.000 7.000 7.000 7.000 7.000 7.000 7.000 6.770 6.520 5.940 4.810 3.330

WL 3 3.000 3.680 4.910 5.750 6.230 6.530 6.770 7.000 7.000 7.000 7.000 7.000 7.000 7.000 6.820 6.570 6.080 5.030 3.490

WL 4 4.000 4.090 5.280 6.030 6.370 6.600 6.800 7.000 7.000 7.000 7.000 7.000 7.000 7.000 6.880 6.710 6.220 5.230 3.710

WL 5 5.000 4.590 5.690 6.280 6.540 6.710 6.850 7.000 7.000 7.000 7.000 7.000 7.000 7.000 6.960 6.790 6.350 5.450 3.960

WL 6 6.000 1.400 2.580 3.990 5.200 6.200 6.550 6.690 6.800 6.890 7.000 7.000 7.000 7.000 7.000 7.000 7.000 7.000 6.950 6.490 5.600 4.170

Luas 3.571 42.053 57.273 67.553 73.587 77.433 80.420 83.121 83.121 83.121 83.121 83.121 83.121 83.121 81.080 78.273 71.860 59.580 41.907

19 20

Frame 19 Frame 20

1.130 0.000

1.490 0.000

1.600 0.000

1.730 0.000

1.900 0.000

2.120 0.000

2.260 0.000

21.167 0.000

Skala 1 : 200

Gading -0.5 -0.25 0 1 2

NO Frame 00 Frame 01 Frame 02

WL 0 -0.020 0.000 0.000 0.825

WL 1 1.000 0.000 1.265 1.995

WL 2 2.000 0.000 1.625 2.285

WL 3 3.000 0.000 1.840 2.455

WL 4 4.000 0.000 2.045 2.640

WL 5 5.000 0.000 2.295 2.845

WL 6 6.000 0.700 1.290 1.995 2.600 3.100

Skala 1 : 50

Gading -0.5 -0.25 0 1 2

NO Frame 00 Frame 01 Frame 02

WL 0 -0.020 0.000 0.000 3.300

WL 1 1.000 0.000 5.060 7.980

WL 2 2.000 0.000 6.500 9.140

WL 3 3.000 0.000 7.360 9.820

WL 4 4.000 0.000 8.180 10.560

WL 5 5.000 0.000 9.180 11.380

WL 6 6.000 2.800 5.160 7.980 10.400 12.400

3 4 5 6 7 8 9

Frame 03 Frame 04 Frame 05 Frame 06 Frame 07 Frame 08 Frame 09

1.570 2.105 2.475 2.710 2.801 2.801 2.801

2.550 2.930 3.165 3.340 3.510 3.510 3.510

2.765 3.055 3.230 3.380 3.500 3.500 3.500

2.875 3.115 3.265 3.385 3.500 3.500 3.500

3.015 3.185 3.300 3.400 3.500 3.500 3.500

3.140 3.270 3.355 3.425 3.500 3.500 3.500

3.275 3.345 3.400 3.445 3.500 3.500 3.500

3 4 5 6 7 8 9


6.280 8.420 9.900 10.840 11.202 11.202 11.202

10.200 11.720 12.660 13.360 14.040 14.040 14.040

11.060 12.220 12.920 13.520 14.000 14.000 14.000

11.500 12.460 13.060 13.540 14.000 14.000 14.000

12.060 12.740 13.200 13.600 14.000 14.000 14.000

12.560 13.080 13.420 13.700 14.000 14.000 14.000

13.100 13.380 13.600 13.780 14.000 14.000 14.000

10 11 12 13 14 15 16


2.801 2.801 2.801 2.801 2.680 2.460 2.130

3.510 3.510 3.510 3.510 3.355 3.205 2.875

3.500 3.500 3.500 3.500 3.385 3.260 2.970

3.500 3.500 3.500 3.500 3.410 3.285 3.040

3.500 3.500 3.500 3.500 3.440 3.355 3.110

3.500 3.500 3.500 3.500 3.480 3.395 3.175

3.500 3.500 3.500 3.500 3.500 3.475 3.245

10 11 12 13 14 15 16


11.202 11.202 11.202 11.202 10.720 9.840 8.520

14.040 14.040 14.040 14.040 13.420 12.820 11.500

14.000 14.000 14.000 14.000 13.540 13.040 11.880

14.000 14.000 14.000 14.000 13.640 13.140 12.160

14.000 14.000 14.000 14.000 13.760 13.420 12.440

14.000 14.000 14.000 14.000 13.920 13.580 12.700

14.000 14.000 14.000 14.000 14.000 13.900 12.980

17 18 19 20

Frame 17 Frame 18 Frame 19 Frame 20

1.705 1.125 0.565 0.000

2.295 1.570 0.745 0.000

2.405 1.665 0.800 0.000

2.515 1.745 0.865 0.000

2.615 1.855 0.950 0.000

2.725 1.980 1.060 0.000

2.800 2.085 1.130 0.000

17 18 19 20

Frame 17 Frame 18 Frame 19 Frame 20

6.820 4.500 2.260 0.000

9.180 6.280 2.980 0.000

9.620 6.660 3.200 0.000

10.060 6.980 3.460 0.000

10.460 7.420 3.800 0.000

10.900 7.920 4.240 0.000

11.200 8.340 4.520 0.000

TABEL PERHITUNGAN GADING - GADING

GADING SARAT ORDINAT FS HASIL KALI = 3.5713

I II III IV III*IV = V =

05 0.000 1 0.000 = 3.571

5.5 1.681 4 6.724 Koreksi =

6 3.990 1 3.990

Σ= 10.714 = 0.000

GADING SARAT ORDINAT FS HASIL KALI

I II III IV III*IV = V

1

0 0.000 1 0.000 = 42.0533

1 2.530 4 10.120 =

2 3.250 2 6.500 = 42.053

3 3.680 4 14.720 Koreksi =

4 4.090 2 8.180

5 4.590 4 18.360 = 0.000

6 5.200 1 5.200

Σ= 63.08



2

0 1.650 1 1.650 = 57.2733

1 3.990 4 15.960 =

2 4.570 2 9.140 = 57.273

3 4.910 4 19.640 Koreksi =

4 5.280 2 10.560

5 5.690 4 22.760 = 0.000

6 6.200 1 6.200

S1 = 85.91



3

0 3.140 1 3.140 = 67.5533

1 5.100 4 20.400 =

2 5.530 2 11.060 = 67.553

3 5.750 4 23.000 Koreksi =

4 6.030 2 12.060

5 6.280 4 25.120 = 0.000

6 6.550 1 6.550

S1 = 101.33



4

0 4.210 1 4.210 = 73.5867

A0SAC

A0GD 2/3 x T/12 x Σ

[(A0GD-A0sac )/A0GD

A1SAC

A1GD 2/3 x T/6 x Σ

[(A1GD-A1sac )/A1GD

A2SAC

A2GD 2/3 x T/6 x Σ

[(A2GD-A2sac )/A2GD

A3SAC

A3GD 2/3 x T/6 x Σ

[(A3GD-A3sac )/A3GD

A4SAC

4

1 5.860 4 23.440 =

2 6.110 2 12.220 = 73.587

3 6.230 4 24.920 Koreksi =

4 6.370 2 12.740

5 6.540 4 26.160 = 0.000

6 6.690 1 6.690

Σ= 110.38



5

0 4.950 1 4.950 = 77.4333

1 6.330 4 25.320 =

2 6.460 2 12.920 = 77.433

3 6.530 4 26.120 Koreksi =

4 6.600 2 13.200

5 6.710 4 26.840 = 0.000

6 6.800 1 6.800

Σ= 116.15



6

0 5.420 1 5.420 = 80.4200

1 6.680 4 26.720 =

2 6.760 2 13.520 = 80.420

3 6.770 4 27.080 Koreksi =

4 6.800 2 13.600

5 6.850 4 27.400 = 0.000

6 6.890 1 6.890

Σ= 120.63



7

0 5.601 1 5.601 = 83.1207

1 7.020 4 28.080 =

2 7.000 2 14.000 = 83.121

3 7.000 4 28.000 Koreksi =

4 7.000 2 14.000

5 7.000 4 28.000 = 0.000

6 7.000 1 7.000

Σ= 124.6810255



8

0 5.601 1 5.601 = 83.1207

1 7.020 4 28.080 =

2 7.000 2 14.000 = 83.121

3 7.000 4 28.000 Koreksi =

A4GD 2/3 x T/6 x Σ

[(A4GD-A4sac )/A4GD

A5SAC

A5GD 2/3 x T/6 x Σ

[(A5GD-A5sac )/A5GD

A6SAC

A6GD 2/3 x T/6 x Σ

[(A6GD-A6sac )/A6GD

A7SAC

A7GD 2/3 x T/6 x Σ

[(A7GD-A7sac )/A7GD

A8SAC

A8GD 2/3 x T/6 x Σ

[(A8GD-A8sac )/A8GD

84 7.000 2 14.000

5 7.000 4 28.000 = 0.000

6 7.000 1 7.000

Σ= 124.6810255



9

0 5.601 1 5.601 = 83.1207

1 7.020 4 28.080 =

2 7.000 2 14.000 = 83.121

3 7.000 4 28.000 Koreksi =

4 7.000 2 14.000

5 7.000 4 28.000 = 0.000

6 7.000 1 7.000

Σ= 124.6810255



10

0 5.601 1 5.601 = 83.121

1 7.020 4 28.080 =

2 7.000 2 14.000 = 83.121

3 7.000 4 28.000 Koreksi =

4 7.000 2 14.000

5 7.000 4 28.000 = 0.000

6 7.000 1 7.000

Σ= 124.6810255



11

0 5.601 1 5.601 = 83.121

1 7.020 4 28.080 =

2 7.000 2 14.000 = 83.121

3 7.000 4 28.000 Koreksi =

4 7.000 2 14.000

5 7.000 4 28.000 = 0.000

6 7.000 1 7.000

Σ= 124.6810255



12

0 5.601 1 5.601 = 83.1207

1 7.020 4 28.080 =

2 7.000 2 14.000 = 83.121

3 7.000 4 28.000 Koreksi =

4 7.000 2 14.000

5 7.000 4 28.000 = 0.000

6 7.000 1 7.000

A9SAC

A9GD 2/3 x T/6 x Σ

[(A9GD-A9sac )/A9GD

A10SAC

A10GD 2/3 x T/6 x Σ

[(A10GD-A10sac )/A

A11SAC

A11GD 2/3 x T/6 x Σ

[(A11GD-A11sac )/A

A12SAC

A12GD 2/3 x T/6 x Σ

[(A12GD-A12sac )/A

Σ= 124.6810255



13

0 5.601 1 5.601 = 83.1207

1 7.020 4 28.080 =

2 7.000 2 14.000 = 83.121

3 7.000 4 28.000 Koreksi =

4 7.000 2 14.000

5 7.000 4 28.000 = 0.000

6 7.000 1 7.000

Σ= 124.6810255



14

0 5.360 1 5.360 = 81.0800

1 6.710 4 26.840 =

2 6.770 2 13.540 = 81.080

3 6.820 4 27.280 Koreksi =

4 6.880 2 13.760

5 6.960 4 27.840 = 0.000

6 7.000 1 7.000

Σ= 121.62



15

0 4.920 1 4.920 = 78.2733

1 6.410 4 25.640 =

2 6.520 2 13.040 = 78.273

3 6.570 4 26.280 Koreksi =

4 6.710 2 13.420

5 6.790 4 27.160 = 0.000

6 6.950 1 6.950

Σ= 117.41



16

0 4.260 1 4.260 = 71.8600

1 5.750 4 23.000 =

2 5.940 2 11.880 = 71.860

3 6.080 4 24.320 Koreksi =

4 6.220 2 12.440

5 6.350 4 25.400 = 0.000

6 6.490 1 6.490

Σ= 107.79


A13SAC

A13GD 2/3 x T/6 x Σ

[(A13GD-A13sac )/A

A14SAC

A14GD 2/3 x T/6 x Σ

[(A14GD-A14sac )/A

A15SAC

A15GD 2/3 x T/6 x Σ

[(A15GD-A15sac )/A

A16SAC

A16GD 2/3 x T/6 x Σ

[(A16GD-A16sac )/A


17

0 3.410 1 3.410 = 59.5800

1 4.590 4 18.360 =

2 4.810 2 9.620 = 59.580

3 5.030 4 20.120 Koreksi =

4 5.230 2 10.460

5 5.450 4 21.800 = 0.000

6 5.600 1 5.600

S1 = 89.37



18

0 2.250 1 2.250 = 41.9067

1 3.140 4 12.560 =

2 3.330 2 6.660 = 41.907

3 3.490 4 13.960 Koreksi =

4 3.710 2 7.420

5 3.960 4 15.840 = 0.000

6 4.170 1 4.170

S1 = 62.86



19

0 1.130 1 1.130 = 21.1667

1 1.490 4 5.960 =

2 1.600 2 3.200 = 21.167

3 1.730 4 6.920 Koreksi =

4 1.900 2 3.800

5 2.120 4 8.480 = 0.000

6 2.260 1 2.260

Σ= 31.75



20

0 0.000 1 0.000 = 0.0000

1 0.000 4 0.000 =

2 0.000 2 0.000 = 0.000

3 0.000 4 0.000 Koreksi =

4 0.000 2 0.000

5 0.000 4 0.000 = #DIV/0!

6 0.000 1 0.000

Σ= 0



c

0 0.000 1 0.000 = 6.8160

1 0.495 4 1.980 =

A17SAC

A17GD 2/3 x T/6 x Σ

[(A17GD-A17sac )/A

A18SAC

A18GD 2/3 x T/6 x Σ

[(A18GD-A18sac )/A

A19SAC

A19GD 2/3 x T/6 x Σ

[(A19GD-A19sac )/A

A20SAC

A20GD 2/3 x T/6 x Σ

[(A20GD-A20sac )/A

A20SAC

A20GD 2/3 x T/6 x Σ

c2 0.960 2 1.913 = 6.816

3 1.250 4 5.015 Koreksi =

4 0.660 2 1.316

5 0.000 4 0.000 = 0.000

6 0.000 1 0.000

Σ= 10.224

[(A20GD-A20sac )/A

TABEL PERHITUNGAN GADING - GADING

m2

%

%

%

%

m2

2/3 x T/12 x Σ

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

m2

m2


m2

m2


m2

m2


m2

0.000 0.500 1.000 1.500 2.000 2.500 3.000 3.500 4.000 4.5005

5.5

6

Column C

%

%

%

%

m2


m2

m2


m2

m2


m2

m2


m2

m2


%

%

%

%

%

m2

m2


m2

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

m2

m2

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

m2

m2

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

%

%

%

%

m2

m2

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

m2

m2

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

m2

m2

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

m2

m2

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

%

%

%

%

m2

m2

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

m2

m2

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

m2

m2

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

m2

m2

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

m2

%

m2

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

0.000 0.500 1.000 1.500 2.000 2.500 3.000 3.500 4.000 4.5005

5.5

6

Column C

PERHITUNGAN SECTIONAL AREA CURVEl =l' =l" =

No. Gading

I

A

B

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Volume SAC

LCB

Volume Rancangan

Koreksi Volume

PERHITUNGAN SECTIONAL AREA CURVE410

Luas Gading

II

0

1.1

3.6

42.1

57.3

67.6

73.6

77.4

80.4

83.1

83.1

83.1

83.1

83.1

83.1

83.1

81.1

78.3

71.9

59.6

41.9

21.167

0.0

Volume SAC

Volume Rancangan

Koreksi Volume

C5

Muh. Rusdin: LPR/2

PERHITUNGAN SECTIONAL AREA CURVEmmm

FS

III

0.25

1

1.25

4

2

4

2

4

2

4

2

4

2

4

2

4

2

4

2

4

2

4

1

=

=

=

=

= LWL x B x T x Cb + VPR

=

=

=

S1 =

13xLBP20

x∑ 1

LBP20

x∑ 2

∑ 1

(Vol . SAC−Vol . rancangan)Vol .SAC

x100%

PERHITUNGAN SECTIONAL AREA CURVE

Hasil Kali I

II * III = IV

0.000

1.071

4.464

168.213

114.547

270.213

147.173

309.733

160.840

332.483

166.241

332.483

166.241

332.483

166.241

332.483

162.160

313.093

143.720

238.320

83.813

84.667

0.000

4030.684

5374.245

-1.266


5372.640

0.0299

13xLBP20

x∑ 1

LBP20

x∑ 2

∑ 1


x100%

E45

HASWAR 07: Setelah selesai ini kerja Bonjean dengan membagi 12 sarat kapal atau membagi 2 jarak tiap WL


FM

V

-10.50

-10.25

-10.00

-9.00

-8.00

-7.00

-6.00

-5.00

-4.00

-3.00

-2.00

-1.00

0.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00


%

S2 =

m3

m3


x100%


5

Hasil Kali II

IV * V = VI

0.000

-10.982

-44.642

-1513.920

-916.373

-1891.493

-883.040

-1548.667

-643.360

-997.448

-332.483

-332.483

0.000

332.483

332.483

997.448

648.640

1565.467

862.320

1668.240

670.507

762.000

0.000

-1275.304


x100%

TABEL PERHITUNGAN WATERLINE

Water line = 6

LWL = 82 l =

Bwl = 14 L' =

Twl = 6 L" =

No. Gdg Ordinat Fs Hasil Kali I FM Hasil Kali II Hasil Kali III


a 1.400 0.25 0.350 -10.50 -3.675 38.588

b 2.580 1 2.580 -10.25 -26.445 271.061

0 3.990 1.25 4.988 -10 -49.875 498.750

1 5.200 4 20.800 -9 -187.200 1684.800

2 6.200 2 12.400 -8 -99.200 793.600

3 6.550 4 26.200 -7 -183.400 1283.800

4 6.690 2 13.380 -6 -80.280 481.680

5 6.800 4 27.200 -5 -136.000 680.000

6 6.890 2 13.780 -4 -55.120 220.480

7 7.000 4 28.000 -3 -84.000 252.000

8 7.000 2 14.000 -2 -28.000 56.000

9 7.000 4 28.000 -1 -28.000 28.000

10 7.000 2 14.000 0 0.000 0.000

11 7.000 4 28.000 1 28.000 28.000

12 7.000 2 14.000 2 28.000 56.000

13 7.000 4 28.000 3 84.000 252.000

14 7.000 2 14.000 4 56.000 224.000

15 6.950 4 27.800 5 139.000 695.000

16 6.490 2 12.980 6 77.880 467.280

17 5.600 4 22.400 7 156.800 1097.600

18 4.170 2 8.340 8 66.720 533.760

19 2.260 4 9.040 9 81.360 732.240

20 0.000 1 0.000 10 0.000 0.000

370.238 -243.435 10374.639

AWL = 987.30000

a = -2.63004 m

Ix = 14032.278

Iy = 442651.253

IL = 435821.982

Koreksi Water Line

= 987.280

Koreksi =

= 0.002 %

S1 = S2 =

= 2. k. l. S1 m2

= l. S2/S1

= 1/3. 2. k. l. S4 m4

= 2. k. I3. S3 m4

= Iy - a2. Awl m4

AWL Rancangan

( AWLrancangan−AWL )AWLrancangan

x100 %


Water line = 4

Lwl = 115.77 l =

Bwl = 14.00 l' =

Twl = 4.00 l" =



a 0.000 0.43 0.000 -9.87 0.000 0.000

b 1.900 1.74 3.610 -9.43 -34.060 321.359

1 4.090 1.43 5.869 -9 -52.822 475.397

2 5.280 4 21.120 -8 -168.960 1351.680

3 6.030 2 12.060 -7 -84.420 590.940

4 6.370 4 25.480 -6 -152.880 917.280

5 6.600 2 13.200 -5 -66.000 330.000

6 6.800 4 27.200 -4 -108.800 435.200

7 7.000 2 14.000 -3 -42.000 126.000

8 7.000 4 28.000 -2 -56.000 112.000

9 7.000 2 14.000 -1 -14.000 14.000

10 7.000 4 28.000 0 0.000 0.000

11 7.000 2 14.000 1 14.000 14.000

12 7.000 4 28.000 2 56.000 112.000

13 7.000 2 14.000 3 42.000 126.000

14 6.880 4 27.520 4 110.080 440.320

15 6.710 2 13.420 5 67.100 335.500

16 6.220 4 24.880 6 149.280 895.680

17 5.230 2 10.460 7 73.220 512.540

18 3.710 4 14.840 8 118.720 949.760

19 1.900 1.00 1.900 9 17.100 153.900

c 1.260 0.00 0.000 9.00 0.000 0.000

d 0.000 0.00 0.000 9.00 0.000 0.000

341.559 -132.442 8213.556

AWL = 910.824

a = -1.551 m

Ix = 12649.511

Iy = 350445.037

IL = 348253.870

*

S1 = S2 =

= 2. k. l. S1 m2

= l. S2/S1

= 1/3. 2. k. l. S4 m4

= 2. k. I3. S3 m4

= Iy - a2. Awl m4


Water line = 2

Lwl = 114.800 l =

Bwl = 14.000 l' =

Twl = 2.000 l" =



a 0.000 0.33 0.000 -9.66 0.000 0.000

b 1.350 1.32 1.784 -9.33 -16.646 155.310

1 3.250 1.33 4.324 -9 -38.913 350.221

2 4.570 4 18.280 -8 -146.240 1169.920

3 5.530 2 11.060 -7 -77.420 541.940

4 6.110 4 24.440 -6 -146.640 879.840

5 6.460 2 12.920 -5 -64.600 323.000

6 6.760 4 27.040 -4 -108.160 432.640

7 7.000 2 14.000 -3 -42.000 126.000

8 7.000 4 28.000 -2 -56.000 112.000

9 7.000 2 14.000 -1 -14.000 14.000

10 7.000 4 28.000 0 0.000 0.000

11 7.000 2 14.000 1 14.000 14.000

12 7.000 4 28.000 2 56.000 112.000

13 7.000 2 14.000 3 42.000 126.000

14 6.770 4 27.080 4 108.320 433.280

15 6.520 2 13.040 5 65.200 326.000

16 5.940 4 23.760 6 142.560 855.360

17 4.810 2 9.620 7 67.340 471.380

18 3.330 4 13.320 8 106.560 852.480

19 1.600 2.20 3.520 9 31.680 285.120

c 0.920 4.80 4.416 10.20 45.043 459.441

d 0.000 1.20 0.000 11.40 0.000 0.000

334.604 -31.916 8039.932

AWL = 892.277

a = -0.382 m

Ix = 11851.560

Iy = 343037.088

IL = 342907.199

S1 = S2 =

= 2. k. l. S1 m2

= l. S2/S1

= 1/3. 2. k. l. S4 m4

= 2. k. I3. S3 m4

= Iy - a2. Awl m4


Water line = 0

Lwl = 112.101 l =

Bwl = 11.202 l' =

Twl = 0.000



a 0.000 0.60 0.000 -10.20 0.000 0.000

b 1.000 2.40 2.400 -9.60 -23.040 221.184

2 1.650 1.60 2.640 -9 -23.760 213.840

3 3.140 4 12.560 -8 -100.480 803.840

4 4.210 2 8.420 -7 -58.940 412.580

5 4.950 4 19.800 -6 -118.800 712.800

6 5.420 2 10.840 -5 -54.200 271.000

7 5.601 4 22.404 -4 -89.616 358.466

8 5.601 2 11.202 -3 -33.606 100.818

9 5.601 4 22.404 -2 -44.808 89.616

10 5.601 2 11.202 -1 -11.202 11.202

11 5.601 4 22.404 0 0.000 0.000

12 5.601 2 11.202 1 11.202 11.202

13 5.601 4 22.404 2 44.808 89.616

14 5.360 2 10.720 3 32.160 96.480

15 4.920 4 19.680 4 78.720 314.880

16 4.260 2 8.520 5 42.600 213.000

17 3.410 4 13.640 6 81.840 491.040

18 2.250 2 4.500 7 31.500 220.500

19 0.870 4 3.480 8 27.840 222.720

20 0.000 1.0 0.000 9 0.000 147.623

240.423 -207.783 5002.408

AWL = 641.127

a = -3.457 m

Ix = 5399.937

Iy = 213436.075

IL = 205774.260

S1 = S2 =

= 2. k. l. S1 m2

= l. S2/S1

= 1/3. 2. k. l. S4 m4

= 2. k. I3. S3 m4

= Iy - a2. Awl m4


Water line = 0.5

Lwl = 116.773 l =

Bwl = 12.340 l' =

Twl = 0.500 l" =



a 0.000 0.43 0.000 -9.87 0.000 0.000

b 1.000 1.74 1.738 -9.43 -16.397 154.699

1 1.045 1.43 1.498 -9 -13.485 121.365

2 2.349 4 9.396 -8 -75.168 601.344

3 3.885 2 7.770 -7 -54.390 380.730

4 5.206 4 20.824 -6 -124.944 749.664

5 6.353 2 12.706 -5 -63.531 317.655

6 7.190 4 28.760 -4 -115.040 460.160

7 6.170 2 12.340 -3 -37.020 111.060

8 6.170 4 24.680 -2 -49.360 98.720

9 6.170 2 12.340 -1 -12.340 12.340

10 6.170 4 24.680 0 0.000 0.000

11 6.170 2 12.340 1 12.340 12.340

12 6.170 4 24.680 2 49.360 98.720

13 6.170 2 12.340 3 37.020 111.060

14 6.959 4 27.834 4 111.336 445.344

15 5.603 2 11.207 5 56.033 280.165

16 4.138 4 16.552 6 99.310 595.858

17 2.748 2 5.497 7 38.476 269.333

18 1.490 4 5.960 8 47.680 381.440

19 0.600 1.86 1.118 9 10.058 90.518

c 0.520 3.45 1.794 9.86 17.693 174.500

d 0.000 0.86 0.000 10.73 0.000 0.000

276.053 -82.370 5467.015

AWL = 736.141

a = -1.194 m

Ix = 8420.296

Iy = 233259.309

IL = 232210.661

S1 = S2 =

= B382. k. l. S1 m2

= l. S2/S1

= 1/3. 2. k. l. S4 m4

= 2. k. I3. S3 m4

= Iy - a2. Awl m4


Water line = 2.5

Lwl = 118.490 l =

Bwl = 12.960 l' =

Twl = 2.500 l" =



a 0.000 0.39 0.000 -9.77 0.000 0.000

b 1.600 1.55 2.479 -9.39 -23.273 218.474

1 1.750 1.39 2.428 -9 -21.851 196.660

2 3.490 4 13.960 -8 -111.680 893.440

3 5.020 2 10.040 -7 -70.280 491.960

4 6.350 4 25.400 -6 -152.400 914.400

5 7.357 2 14.714 -5 -73.570 367.850

6 7.903 4 31.612 -4 -126.448 505.792

7 6.480 2 12.960 -3 -38.880 116.640

8 6.480 4 25.920 -2 -51.840 103.680

9 6.480 2 12.960 -1 -12.960 12.960

10 6.480 4 25.920 0 0.000 0.000

11 6.480 2 12.960 1 12.960 12.960

12 6.480 4 25.920 2 51.840 103.680

13 6.480 2 12.960 3 38.880 116.640

14 7.660 4 30.640 4 122.560 490.240

15 6.635 2 13.270 5 66.350 331.750

16 5.359 4 21.436 6 128.616 771.696

17 3.910 2 7.820 7 54.740 383.180

18 2.535 4 10.139 8 81.110 648.883

19 1.320 1.96 2.589 9 23.300 209.697

c 1.100 3.84 4.229 9.96 42.131 419.678

d 0.000 0.96 0.000 10.92 0.000 0.000

320.356 -60.695 7310.260

AWL = 854.283

a = -0.758 m

Ix = 11436.203

Iy = 311904.436

IL = 311413.794


S1 = S2 =

= B382. k. l. S1 m2

= l. S2/S1

= 1/3. 2. k. l. S4 m4

= 2. k. I3. S3 m4

= Iy - a2. Awl m4

Water line = 4.5

Lwl = 118.843 l =

Bwl = 13.080 l' =

Twl = 4.500 l" =



a 0.000 0.40 0.000 -9.80 0.000 0.000

b 1.400 1.60 2.239 -9.40 -21.049 197.859

1 2.690 1.40 3.766 -9 -33.891 305.019

2 4.533 4 18.132 -8 -145.059 1160.474

3 5.920 2 11.840 -7 -82.880 580.160

4 7.010 4 28.040 -6 -168.240 1009.440

5 7.630 2 15.260 -5 -76.300 381.500

6 7.941 4 31.764 -4 -127.056 508.224

7 8.100 2 16.200 -3 -48.600 145.800

8 8.100 4 32.400 -2 -64.800 129.600

9 6.540 2 13.080 -1 -13.080 13.080

10 6.540 4 26.160 0 0.000 0.000

11 6.540 2 13.080 1 13.080 13.080

12 6.540 4 26.160 2 52.320 104.640

13 6.540 2 13.080 3 39.240 117.720

14 7.850 4 31.400 4 125.600 502.400

15 7.120 2 14.240 5 71.200 356.000

16 6.000 4 24.000 6 144.000 864.000

17 4.640 2 9.280 7 64.960 454.720

18 3.121 4 12.485 8 99.880 799.040

19 1.600 1.76 2.816 9 25.342 228.078

c 0.950 3.04 2.887 9.76 28.181 178.798

d 0.000 0.76 0.000 10.52 0.000 0.000

348.310 -117.152 8049.632

AWL = 928.826

a = -1.345 m

Ix = 14262.558

Iy = 343450.958

IL = 341769.748

S1 = S2 =

= B382. k. l. S1 m2

= l. S2/S1

= 1/3. 2. k. l. S4 m4

= 2. k. I3. S3 m4

= Iy - a2. Awl m4

TABEL PERHITUNGAN WATERLINE TABEL PERHITUNGAN WATERLINE

Water line = 5

4.000 Lwl = 118.000 l

1.000 Bwl = 14.000 l'

0.000 Twl = 5.000 l"

Hasil Kali IV No. Gdg Ordinat Fs Hasil Kali I FM Hasil Kali II

I II III II * III = IV V IV * V = VI

0.686 a 0.000 0.60 0.000 -10.20 0.000

17.174 b 0.740 2.40 1.776 -9.60 -17.050

79.401 1 4.590 1.60 7.344 -9 -66.096

562.432 2 5.690 4 22.760 -8 -182.080

476.656 3 6.280 2 12.560 -7 -87.920

1124.046 4 6.540 4 26.160 -6 -156.960

598.837 5 6.710 2 13.420 -5 -67.100

1257.728 6 6.850 4 27.400 -4 -109.600

654.166 7 7.000 2 14.000 -3 -42.000

1372.000 8 7.000 4 28.000 -2 -56.000

686.000 9 7.000 2 14.000 -1 -14.000

1372.000 10 7.000 4 28.000 0 0.000

686.000 11 7.000 2 14.000 1 14.000

1372.000 12 7.000 4 28.000 2 56.000

686.000 13 7.000 2 14.000 3 42.000

1372.000 14 6.960 4 27.840 4 111.360

686.000 15 6.790 2 13.580 5 67.900

1342.810 16 6.350 4 25.400 6 152.400

546.719 17 5.450 2 10.900 7 76.300

702.464 18 3.960 4 15.840 8 126.720

145.023 19 2.120 2.20 4.664 9 41.976

46.173 c 0.260 4.80 1.248 10.20 12.730

0.000 d 0.000 1.20 0.000 11.40 0.000

15786.313 350.892 -97.420

AWL = 935.712

a = -1.11054

Ix = 13198.958

Iy = 375684.526

Koreksi Water Line IL = 374530.511

II3 * III = VIII

S1 = S2 =

= 2. k. l. S1

= l. S2/S1

= 1/3. 2. k. l. S4

= 2. k. I3. S3

= Iy - a2. Awl

( AWLrancangan−AWL )AWLrancangan

x100 %


Water line = 3

4 Lwl = 115.151 l

1.740 Bwl = 14.000 l'

4.8 Twl = 3.000 l"



0.000 a 0.000 0.42 0.000 -9.83 0.000

11.934 b 1.750 1.66 2.906 -9.42 -27.359

98.179 1 3.680 1.42 5.208 -9 -46.869

588.792 2 4.910 4 19.640 -8 -157.120

438.512 3 5.750 2 11.500 -7 -80.500

1033.899 4 6.230 4 24.920 -6 -149.520

574.992 5 6.530 2 13.060 -5 -65.300

1257.728 6 6.770 4 27.080 -4 -108.320

686.000 7 7.000 2 14.000 -3 -42.000

1372.000 8 7.000 4 28.000 -2 -56.000

686.000 9 7.000 2 14.000 -1 -14.000

1372.000 10 7.000 4 28.000 0 0.000

686.000 11 7.000 2 14.000 1 14.000

1372.000 12 7.000 4 28.000 2 56.000

686.000 13 7.000 2 14.000 3 42.000

1302.643 14 6.820 4 27.280 4 109.120

604.223 15 6.570 2 13.140 5 65.700

962.567 16 6.080 4 24.320 6 145.920

286.111 17 6.080 2 12.160 7 85.120

204.259 18 3.490 4 13.960 8 111.680

6.859 19 1.730 1.00 1.730 9 15.570

0.000 c 1.200 0.00 0.000 9.00 0.000

0.000 d 0.000 0.00 0.000 9.00 0.000

14230.700 336.904 -101.878

AWL = 898.409

a = -1.210

Ix = 12371.715

Iy = 338375.702

IL = 337061.250

II3 * III = VIII

S1 = S2 =

= 2. k. l. S1

= l. S2/S1

= 1/3. 2. k. l. S4

= 2. k. I3. S3

= Iy - a2. Awl


Water line = 1

4.000 Lwl = 114.500 l

1.322 Bwl = 14.040 l'

4.800 Twl = 1.000 l"



0.000 a 0.000 0.25 0.000 -9.51 0.000

3.251 b 1.240 1.01 1.255 -9.25 -11.611

45.669 1 2.530 1.25 3.170 -9 -28.531

381.776 2 3.990 4 15.960 -8 -127.680

338.225 3 5.100 2 10.200 -7 -71.400

912.397 4 5.860 4 23.440 -6 -140.640

539.172 5 6.330 2 12.660 -5 -63.300

1235.663 6 6.680 4 26.720 -4 -106.880

686.000 7 7.020 2 14.040 -3 -42.120

1372.000 8 7.020 4 28.080 -2 -56.160

686.000 9 7.020 2 14.040 -1 -14.040

1372.000 10 7.020 4 28.080 0 0.000

686.000 11 7.020 2 14.040 1 14.040

1372.000 12 7.020 4 28.080 2 56.160

686.000 13 7.020 2 14.040 3 42.120

1241.155 14 6.710 4 26.840 4 107.360

554.336 15 6.410 2 12.820 5 64.100

838.338 16 5.750 4 23.000 6 138.000

222.569 17 4.590 2 9.180 7 64.260

147.704 18 3.140 4 12.560 8 100.480

9.011 19 1.490 2.20 3.278 9 29.502

3.738 c 0.720 4.80 3.456 10.20 35.251

0.000 d 0.000 1.20 0.000 11.40 0.000

13333.005 324.939 -11.089

AWL = 866.504

a = -0.137

Ix = 11366.243

Iy = 317245.349

IL = 317229.202

II3 * III = VIII

S1 = S2 =

= 2. k. l. S1

= l. S2/S1

= 1/3. 2. k. l. S4

= 2. k. I3. S3

= Iy - a2. Awl


4

2.400

Hasil Kali IV

0.000

2.400

7.187

123.837

149.237

485.150

318.440

702.850

351.425

702.850

351.425

702.850

351.425

702.850

307.981

476.382

154.618

158.607

22.781

2.634

0.000

6074.929

II3 * III = VIII


Water line = 1.5

4.000 Lwl = 118.184 l

1.738 Bwl = 13.080 l'

3.450 Twl = 1.500 l"



0.000 a 0.000 0.40 0.000 -9.79 0.000

1.738 b 1.340 1.59 2.128 -9.40 -19.996

1.635 1 1.490 1.40 2.082 -9 -18.734

51.845 2 3.110 4 12.440 -8 -99.520

117.274 3 4.641 2 9.282 -7 -64.974

564.381 4 6.020 4 24.080 -6 -144.480

512.846 5 7.142 2 14.284 -5 -71.420

1486.780 6 7.840 4 31.360 -4 -125.440

469.770 7 6.540 2 13.080 -3 -39.240

939.540 8 6.540 4 26.160 -2 -52.320

469.770 9 6.540 2 13.080 -1 -13.080

939.540 10 6.540 4 26.160 0 0.000

469.770 11 6.540 2 13.080 1 13.080

939.540 12 6.540 4 26.160 2 52.320

469.770 13 6.540 2 13.080 3 39.240

1347.742 14 7.510 4 30.040 4 120.160

351.853 15 6.349 2 12.698 5 63.490

283.400 16 4.990 4 19.960 6 119.760

41.517 17 3.490 2 6.980 7 48.860

13.232 18 2.140 4 8.560 8 68.480

0.402 19 1.101 1.97 2.174 9 19.567

0.485 c 1.050 3.90 4.094 9.97 40.834

0.000 d 0.000 0.97 0.000 10.95 0.000

9472.833 310.961 -63.412

AWL = 829.230

a = -0.816

Ix = 10921.359

Iy = 289878.750

IL = 289327.022

II3 * III = VIII

S1 = S2 =

= B382. k. l. S1

= l. S2/S1

= 1/3. 2. k. l. S4

= 2. k. I3. S3

= Iy - a2. Awl

B198

MUH RUSDIN: Setelah Kerja Bonjean Baru di kerja oke pesan"manfaatkan waktumu untuk melakukan hal- hal yang berguna"


Water line = 3.5

4.000 Lwl = 118.769 l

1.550 Bwl = 13.080 l'

3.845 Twl = 3.500 l"



0.000 a 0.000 0.41 0.000 -9.82 0.000

6.347 b 1.650 1.65 2.722 -9.41 -25.617

7.435 1 2.110 1.41 2.980 -9 -26.821

170.034 2 3.920 4 15.680 -8 -125.440

253.012 3 5.410 2 10.820 -7 -75.740

1024.192 4 6.645 4 26.580 -6 -159.480

796.402 5 7.499 2 14.998 -5 -74.990

1974.404 6 7.930 4 31.720 -4 -126.880

544.196 7 8.100 2 16.200 -3 -48.600

1088.391 8 8.100 4 32.400 -2 -64.800

544.196 9 6.540 2 13.080 -1 -13.080

1088.391 10 6.540 4 26.160 0 0.000

544.196 11 6.540 2 13.080 1 13.080

1088.391 12 6.540 4 26.160 2 52.320

544.196 13 6.540 2 13.080 3 39.240

1797.820 14 7.760 4 31.040 4 124.160

584.188 15 6.900 2 13.800 5 69.000

615.618 16 5.679 4 22.716 6 136.296

119.553 17 4.290 2 8.580 7 60.060

65.139 18 2.860 4 11.440 8 91.520

4.511 19 1.470 1.90 2.791 9 25.120

5.118 c 0.730 3.60 2.624 9.90 25.978

0.000 d 0.000 0.90 0.000 10.80 0.000

12865.728 338.651 -104.674

AWL = 903.070

a = -1.236

Ix = 13522.315

Iy = 327454.190

IL = 326073.758


II3 * III = VIII

S1 = S2 =

= B382. k. l. S1

= l. S2/S1

= 1/3. 2. k. l. S4

= 2. k. I3. S3

= Iy - a2. Awl

Water line = 5.5

4 Lwl = 121.501 l

1.600 Bwl = 12.960 l'

3.039 Twl = 5.500 l"



0.000 a 0.000 0.64 0.000 -10.28 0.000

4.389 b 2.970 2.55 7.574 -9.64 -72.990

27.249 1 3.940 1.64 6.452 -9 -58.066

372.603 2 5.455 4 21.820 -8 -174.560

414.949 3 6.510 2 13.020 -7 -91.140

1377.888 4 7.300 4 29.200 -6 -175.200

888.390 5 7.755 2 15.510 -5 -77.550

2003.021 6 7.967 4 31.867 -4 -127.469

1062.882 7 8.100 2 16.200 -3 -48.600

2125.764 8 8.100 4 32.400 -2 -64.800

559.453 9 6.480 2 12.960 -1 -12.960

1118.905 10 6.480 4 25.920 0 0.000

559.453 11 6.480 2 12.960 1 12.960

1118.905 12 6.480 4 25.920 2 51.840

559.453 13 6.480 2 12.960 3 38.880

1934.946 14 7.950 4 31.800 4 127.200

721.888 15 7.360 2 14.720 5 73.600

864.000 16 6.340 4 25.360 6 152.160

199.795 17 4.970 2 9.940 7 69.580

121.631 18 3.380 4 13.520 8 108.160

7.208 19 1.740 1.65 2.871 9 25.837

2.606 c 1.290 2.60 3.353 9.65 32.359

0.000 d 0.000 0.65 0.000 10.30 0.000

16045.378 366.327 -210.758

AWL = 976.871

a = -2.301

Ix = 15216.305

Iy = 401828.368

IL = 396654.838

II3 * III = VIII

S1 = S2 =

= B382. k. l. S1

= l. S2/S1

= 1/3. 2. k. l. S4

= 2. k. I3. S3

= Iy - a2. Awl


2.4

= 4 2.4

= 2.4

= 4.800

Hasil Kali III Hasil Kali IV

V * VI = VII

0.000 0.000

163.676 0.973

594.864 154.724

1456.640 736.880

615.440 495.346

941.760 1118.905

335.500 604.223

438.400 1285.676

126.000 686.000

112.000 1372.000

14.000 686.000

0.000 1372.000

14.000 686.000

112.000 1372.000

126.000 686.000

445.440 1348.614

339.500 626.094

914.400 1024.192

534.100 323.757

1013.760 248.397

377.784 20.962

129.842 0.084

0.000 0.000

8805.106 14848.827

m

II3 * III = VIII

m2

m4

m4

m4

R8

HASWAR 07: Jarak dari gading 19 sampai d


= 4

= 1.661

= 4.8


V * VI = VII

0.000 0.000

257.590 8.899

421.820 70.524

1256.960 473.483

563.500 380.219

897.120 967.217

326.500 556.890

433.280 1241.155

126.000 686.000

112.000 1372.000

14.000 686.000

0.000 1372.000

14.000 686.000

112.000 1372.000

126.000 686.000

436.480 1268.858

328.500 567.187

875.520 899.023

595.840 449.511

893.440 170.034

140.130 5.178

0.000 0.000

0.000 0.000

7930.681 13918.179

m

II3 * III = VIII

m2

m4

m4

m4


= 4.000

= 1.012

= 4.800


V * VI = VII

0.000 0.000

107.440 1.930

256.777 20.291

1021.440 254.085

499.800 265.302

843.840 804.920

316.500 507.272

427.520 1192.311

126.360 691.897

112.320 1383.794

14.040 691.897

0.000 1383.794

14.040 691.897

112.320 1383.794

126.360 691.897

429.440 1208.447

320.500 526.749

828.000 760.438

449.820 193.405

803.840 123.837

265.518 7.277

359.562 1.792

0.000 0.000

7435.438 12787.024

m

II3 * III = VIII

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

wl 0,5

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

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 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

9.000

wl 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

9.000

w1,5

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 0,5


= 4.000

= 1.588

= 3.899


V * VI = VII

0.000 0.000

187.903 3.821

168.604 4.621

796.160 120.321

454.818 199.924

866.880 872.669

357.100 728.601

501.760 1927.561

117.720 559.453

104.640 1118.905

13.080 559.453

0.000 1118.905

13.080 559.453

104.640 1118.905

117.720 559.453

480.640 1694.259

317.450 511.854

718.560 497.006

342.020 85.017

547.840 39.201

176.107 2.636

407.311 4.513

0.000 0.000

6794.033 12286.529 2.129

m

II3 * III = VIII

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

9.000

wl 4,5

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 5,5


= 4.000

= 1.650

= 3.595


V * VI = VII

0.000 0.000

241.121 7.410

241.389 13.268

1003.520 240.945

530.180 316.681

956.880 1173.667

374.950 843.413

507.520 1994.709

145.800 1062.882

129.600 2125.764

13.080 559.453

0.000 1118.905

13.080 559.453

104.640 1118.905

117.720 559.453

496.640 1869.154

345.000 657.018

817.776 732.615

420.420 157.907

732.160 93.575

226.084 6.031

257.148 1.399

0.000 0.000

7674.708 15212.605

m


II3 * III = VIII

m2

m4

m4

m4

= 4.000

= 2.550

= 2.600


V * VI = VII

0.000 0.000

703.437 66.805

522.592 100.154

1396.480 649.298

637.980 551.789

1051.200 1556.068

387.750 932.772

509.875 2022.608

145.800 1062.882

129.600 2125.764

12.960 544.196

0.000 1088.391

12.960 544.196

103.680 1088.391

116.640 544.196

508.800 2009.840

368.000 797.377

912.960 1019.360

487.060 245.527

865.280 154.458

232.533 8.692

312.265 5.580

0.000 0.000

9417.852 17118.343

m

II3 * III = VIII

m2

m4

m4

m4

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

wl 0

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 0,5

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 3

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 2

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

wl 0

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

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 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

9.000

wl 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

9.000

w1,5

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 0,5

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 3

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

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 5,5

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

wl 0

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 3

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 2

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 1

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

wl 0

600 650 700 750 800 850 900 950 1000 1050

0

0.5

1

1.5

2

2.5

3

3.5

4

4.5

5

5.5

6

6.5

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 3

600 650 700 750 800 850 900 950 1000 1050

0

0.5

1

1.5

2

2.5

3

3.5

4

4.5

5

5.5

6

6.5

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 6

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 3

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 2

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 1

600 650 700 750 800 850 900 950 1000 1050

0

0.5

1

1.5

2

2.5

3

3.5

4

4.5

5

5.5

6

6.5

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000wl 4

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 3

600 650 700 750 800 850 900 950 1000 1050

0

0.5

1

1.5

2

2.5

3

3.5

4

4.5

5

5.5

6

6.5

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 6

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 1

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 5

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000wl 4

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 6

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 5

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000wl 4

0 5 10 15 20 250.000

1.000

2.000

3.000

4.000

5.000

6.000

7.000

8.000

wl 5

TABEL LUAS WATERLINE

AWL HASIL

6 987.300

5 935.712

4 910.824

3 898.409

2 892.277

1 866.504

0 641.126831604429

TABEL OF

OF HASIL

6 -2.630

5 -1.111

4 -1.551

3 -1.210

2 -0.382

1 -0.137

0 -3.4570

TABEL Ix

Ix HASIL

6 14032.278

5 13198.958

4 12649.511

3 12371.715

2 11851.560

1 11366.243

0 5399.937

TABEL Iy

IY HASIL

6 442651.253

5 375684.526

4 350445.037

3 338375.702

2 343037.088

1 317245.349

0 213436.075

TABEL IL

IL HASIL

6 435821.982

5 374530.511

4 348253.870

3 337061.250

2 342907.199

600

650

700

750

800

850

900

950

1000

1050

0

1

2

3

4

5

6

7

awl

2000

00

2500

00

3000

00

3500

00

4000

00

4500

00

5000

000

1

2

3

4

5

6

7 tabel Iy

1 317229.202

0 205774.260 2000

00

2500

00

3000

00

3500

00

4000

00

4500

00

5000

000

1

2

3

4

5

6

7 tabel Iy

-4.0 -3.5 -3.0 -2.5 -2.0 -1.5 -1.0 -0.5 0.00

1

2

3

4

5

6

7

Kalau Stream line Hidrostaic curve lain baik

600

650

700

750

800

850

900

950

1000

1050

0

1

2

3

4

5

6

7

awl

4000 6000 8000 10000 12000 14000 160000

1

2

3

4

5

6

7

tabel ix

2000

00

2500

00

3000

00

3500

00

4000

00

4500

00

5000

000

1

2

3

4

5

6

7 tabel Iy

100000 200000 300000 400000 5000000

1

2

3

4

5

6

7

tabel Il

-4.0 -3.5 -3.0 -2.5 -2.0 -1.5 -1.0 -0.5 0.00

1

2

3

4

5

6

7


2000

00

2500

00

3000

00

3500

00

4000

00

4500

00

5000

000

1

2

3

4

5

6

7 tabel Iy

100000 200000 300000 400000 5000000

1

2

3

4

5

6

7

tabel Il

-4.0 -3.5 -3.0 -2.5 -2.0 -1.5 -1.0 -0.5 0.00

1

2

3

4

5

6

7


TABEL PERHITUNGAN BONJEAN

GADING 1 GADING 2

NO. WL ORDINAT FS HASIL KALI NO. WL ORDINAT FS HASIL KALI

I II III II * III = IV I II III II * III = IV

1 0.000 1 1.650

4 4.178 4 9.396

1 2.530 1 3.990

l = 0.5 6.708 l = 0.5 15.036

Am = 2.236 Am = 5.012



1 2.53 1 2.530 1 3.99 1 3.990

4 5.960 4 12.440

1 3.250 1 4.570

l = 0.5 18.448 l = 0.5 36.036

Am = 6.149 Am = 12.012



2 3.25 1 3.250 2 4.57 1 4.570

4 7.000 4 13.960

1 3.680 1 4.910

l = 0.5 32.378 l = 0.5 59.476

Am = 10.793 Am = 19.825



3 3.68 1 3.680 3 4.91 1 4.910

4 8.440 4 15.680

1 4.090 1 5.280

l = 0.5 48.588 l = 0.5 85.346

Am = 16.196 Am = 28.449



4 4.09 1 4.090 4 5.28 1 5.280

4 10.760 4 18.132

1 4.590 1 5.690

l = 0.5 68.028 l = 0.5 114.448

Am = 22.676 Am = 38.149



5 4.59 1 4.590 5 5.69 1 5.690

4 15.760 4 21.820

1 5.200 1 6.200

l = 0.5 93.578 l = 0.5 148.158

Am = 31.193 Am = 49.386



6 5.2 1 5.200 6 6.2 1 6.200

4 26.400 4 27.520

1 0.000 1 0.000

l = 1.2 31.600 l = 1.1 33.720

Am = 56.473 Am = 74.114

S1 = S1 =

2 * k * l * S1 2 * k * l * S1

S2 = S2 =

2 * k * l * S2 2 * k * l * S2

S3 = S3 =

2 * k * l * S3 2 * k * l * S3

S4= S4=

2 * k * l * S4 2 * k * l * S4

S5 = S5 =

2 * k * l * S5 2 * k * l * S5

S6 = S6 =

2 * k * l * S6 2 * k * l * S6

Sd = Sd =

2 * k * l * Sd 2 * k * l * Sd

E47

MUH RUSDIN: Harus sama dengan Luas Gading 1

C53

MUH RUSDIN: Ukur di Body plan Caranya : jarak dari WL 6 sampaiTinggi dek gading dibagi 2

-34.818 -15.970

TABEL PERHITUNGAN BONJEAN-34.818

GADING 3 GADING 4



1 3.140 1 4.210

4 15.540 4 20.824

1 5.100 1 5.860

l = 0.5 23.780 l = 0.5 30.894

Am = 7.927 Am = 10.298



1 5.1 1 5.100 1 5.86 1 5.860

4 18.564 4 24.080

1 5.530 1 6.110

l = 0.5 52.974 l = 0.5 66.944

Am = 17.658 Am = 22.315



2 5.53 1 5.530 2 6.11 1 6.110

4 20.080 4 25.400

1 5.750 1 6.230

l = 0.5 84.334 l = 0.5 104.684

Am = 28.111 Am = 34.895



3 5.75 1 5.750 3 6.23 1 6.230

4 21.640 4 26.580

1 6.030 1 6.370

l = 0.5 117.754 l = 0.5 143.864

Am = 39.251 Am = 47.955



4 6.03 1 6.030 4 6.37 1 6.370

4 23.680 4 28.040

1 6.280 1 6.540

l = 0.5 153.744 l = 0.5 184.814

Am = 51.248 Am = 61.605



5 6.28 1 6.280 5 6.54 1 6.540

4 26.040 4 29.200

1 6.550 1 6.690

l = 0.5 192.614 l = 0.5 227.244

Am = 64.205 Am = 75.748



6 6.55 1 6.550 6 6.69 1 6.690

4 29.640 4 30.600

1 7.470 1 0.000

l = 1.1 43.660 l = 0.95 37.290

Am = 94.767 Am = 99.365

-5.216 2.853

S1 = S1 =

2 * k * l * S1 2 * k * l * S1

S2 = S2 =

2 * k * l * S2 2 * k * l * S2

S3 = S3 =

2 * k * l * S3 2 * k * l * S3

S4= S4=

2 * k * l * S4 2 * k * l * S4

S5 = S5 =

2 * k * l * S5 2 * k * l * S5

S6 = S6 =

2 * k * l * S6 2 * k * l * S6

Sd = Sd =

2 * k * l * Sd 2 * k * l * Sd


GADING 5 GADING 6



1 4.950 1 5.420

4 25.412 4 28.760

1 6.330 1 6.680

l = 0.5 36.692 l = 0.5 40.860

Am = 12.231 Am = 13.620



1 6.33 1 6.330 1 6.68 1 6.680

4 28.568 4 31.360

1 6.460 1 6.760

l = 0.5 78.050 l = 0.5 85.660

Am = 26.017 Am = 28.553



2 6.46 1 6.460 2 6.76 1 6.760

4 29.428 4 31.612

1 6.530 1 6.770

l = 0.5 120.468 l = 0.5 130.802

Am = 40.156 Am = 43.601



3 6.53 1 6.530 3 6.77 1 6.770

4 29.996 4 31.720

1 6.600 1 6.800

l = 0.5 163.594 l = 0.5 176.092

Am = 54.531 Am = 58.697



4 6.6 1 6.600 4 6.8 1 6.800

4 30.520 4 31.764

1 6.710 1 6.850

l = 0.5 207.424 l = 0.5 221.506

Am = 69.141 Am = 73.835



5 6.71 1 6.710 5 6.85 1 6.850

4 31.020 4 31.867

1 6.800 1 6.890

l = 0.5 251.954 l = 0.5 267.113

Am = 83.985 Am = 89.038



6 6.8 1 6.800 6 6.89 1 6.890

4 31.720 4 32.188

1 8.025 1 8.050

l = 0.85 46.545 l = 0.750 47.128

Am = 110.360 Am = 112.602

S1 = S1 =

2 * k * l * S1 2 * k * l * S1

S2 = S2 =

2 * k * l * S2 2 * k * l * S2

S3 = S3 =

2 * k * l * S3 2 * k * l * S3

S4= S4=

2 * k * l * S4 2 * k * l * S4

S5 = S5 =

2 * k * l * S5 2 * k * l * S5

S6 = S6 =

2 * k * l * S6 2 * k * l * S6

Sd = Sd =

2 * k * l * Sd 2 * k * l * Sd

7.801 9.679

7

GADING 7 GADING 8



0 5.601026 1 5.601 0 5.6010255 1 5.601

0.5 6.17 4 24.680 0.5 6.17 4 24.680

1 7.02 1 7.020 1 7.02 1 7.020

l = 0.5 37.301 l = 0.5 37.301

Am = 12.434 Am = 12.434



1 7.02 1 7.020 1 7.02 1 7.020

1.5 6.54 4 26.160 1.5 6.54 4 26.160

2 7 1 7.000 2 7 1 7.000

l = 0.5 77.481 l = 0.5 77.481

Am = 25.827 Am = 25.827



2 7 1 7.000 2 7 1 7.000

2.5 6.48 4 25.920 2.5 6.48 4 25.920

3 8.1 1 8.100 3 7 1 7.000

l = 0.5 118.501 l = 0.5 117.401

Am = 39.500 Am = 39.134



3 8.1 1 8.100 3 7 1 7.000

3.5 8.1 4 32.400 3.5 8.1 4 32.400

4 7 1 7.000 4 7 1 7.000

l = 0.5 166.001 l = 0.5 163.801

Am = 55.334 Am = 54.600



4 7 1 7.000 4 7 1 7.000

4.5 8.1 4 32.400 4.5 8.1 4 32.400

5 7 1 7.000 5 7 1 7.000

l = 0.5 212.401 l = 0.5 210.201

Am = 70.800 Am = 70.067



5 7 1 7.000 5 7 1 7.000

5.5 8.1 4 32.400 5.5 8.1 4 32.400

6 7 1 7.000 6 7 1 7.000

l = 0.5 258.801 l = 0.5 256.601

Am = 86.267 Am = 85.534



6 7 1 7.000 6 7 1 7.000

6.5 6.8 4 27.200 6.5 6.8 4 27.200

deck 0 1 0.000 deck 0 1 0.000

l = 1.023 34.200 l = 1.023 34.200

Am = 109.583 Am = 108.850

S1 = S1 =

2 * k * l * S1 2 * k * l * S1

S2 = S2 =

2 * k * l * S2 2 * k * l * S2

S3 = S3 =

2 * k * l * S3 2 * k * l * S3

S4= S4=

2 * k * l * S4 2 * k * l * S4

S5 = S5 =

2 * k * l * S5 2 * k * l * S5

S6 = S6 =

2 * k * l * S6 2 * k * l * S6

Sd = Sd =

2 * k * l * Sd 2 * k * l * Sd

-4.932 -4.932


GADING 9 GADING 10





0 5.601 1 5.601 0 5.601 1 5.601

0.5 6.17 4 24.680 0.5 6.17 4 24.680

1 7.02 1 7.020 1 7.02 1 7.020

l = 0.5 37.301 l = 0.5 37.301

Am = 12.434 Am = 12.434



1 7.02 1 7.020 1 7.02 1 7.020

1.5 6.54 4 26.160 1.5 6.54 4 26.160

2 7 1 7.000 2 7 1 7.000

l = 0.5 77.481 l = 0.5 77.481

Am = 25.827 Am = 25.827



2 7 1 7.000 2 7 1 7.000

2.5 6.48 4 25.920 2.5 6.48 4 25.920

3 7 1 7.000 3 7 1 7.000

l = 0.5 117.401 l = 0.5 117.401

Am = 39.134 Am = 39.134



3 7 1 7.000 3 7 1 7.000

3.5 6.54 4 26.160 3.5 6.54 4 26.160

4 7 1 7.000 4 7 1 7.000

l = 0.5 157.561 l = 0.5 157.561

Am = 52.520 Am = 52.520



4 7 1 7.000 4 7 1 7.000

4.5 6.54 4 26.160 4.5 6.54 4 26.160

5 7 1 7.000 5 7 1 7.000

l = 0.5 197.721 l = 0.5 197.721

Am = 65.907 Am = 65.907



5 7 1 7.000 5 7 1 7.000

5.5 6.48 4 25.920 5.5 6.48 4 25.920

6 7 1 7.000 6 7 1 7.000

l = 0.5 237.641 l = 0.5 237.641

Am = 79.214 Am = 79.214



6 7 1 7.000 6 7 1 7.000

6.5 6.8 4 27.200 6.5 6.8 4 27.200

deck 9 1 9.000 deck 9 1 9.000

l = 1.023 43.200 l = 1.023 43.200

S1 = S1 =

2 * k * l * S1 2 * k * l * S1

S2 = S2 =

2 * k * l * S2 2 * k * l * S2

S3 = S3 =

2 * k * l * S3 2 * k * l * S3

S4= S4=

2 * k * l * S4 2 * k * l * S4

S5 = S5 =

2 * k * l * S5 2 * k * l * S5

S6 = S6 =

2 * k * l * S6 2 * k * l * S6

Sd = Sd =

J269

MUH RUSDIN: Sesuaikan dengan Luasan Gading

Am = 108.676 Am = 108.6762 * k * l * Sd 2 * k * l * Sd

-4.932 -4.932


GADING 11 GADING 12



1 5.601 0 5.6010255 1 5.601

4 24.680 0.5 6.17 4 24.680

1 7.020 1 7.02 1 7.020

l = 0.5 37.301 l = 0.5 37.301

Am = 12.434 Am = 12.434



1 7.02 1 7.020 1 7.02 1 7.020

4 26.160 1.5 6.54 4 26.160

1 7.000 2 7 1 7.000

l = 0.5 77.481 l = 0.5 77.481

Am = 25.827 Am = 25.827



2 7 1 7.000 2 7 1 7.000

4 25.920 2.5 6.48 4 25.920

1 7.000 3 7 1 7.000

l = 0.5 117.401 l = 0.5 117.401

Am = 39.134 Am = 39.134



3 7 1 7.000 3 7 1 7.000

4 26.160 3.5 6.54 4 26.160

1 7.000 4 7 1 7.000

l = 0.5 157.561 l = 0.5 157.561

Am = 52.520 Am = 52.520



4 7 1 7.000 4 7 1 7.000

4 26.160 4.5 6.54 4 26.160

1 7.000 5 7 1 7.000

l = 0.5 197.721 l = 0.5 197.721

Am = 65.907 Am = 65.907



5 7 1 7.000 5 7 1 7.000

4 25.920 5.5 6.48 4 25.920

1 7.000 6 7 1 7.000

l = 0.5 237.641 l = 0.5 237.641

Am = 79.214 Am = 79.214



6 7 1 7.000 6 7 1 7.000

4 27.200 6.5 6.8 4 27.200

1 8.100 deck 8.1 1 8.100

l = 1.023 42.300 l = 1.023 42.300

S1 = S1 =

2 * k * l * S1 2 * k * l * S1

S2 = S2 =

2 * k * l * S2 2 * k * l * S2

S3 = S3 =

2 * k * l * S3 2 * k * l * S3

S4= S4=

2 * k * l * S4 2 * k * l * S4

S5 = S5 =

2 * k * l * S5 2 * k * l * S5

S6 = S6 =

2 * k * l * S6 2 * k * l * S6

Sd = Sd =

Am = 108.062 Am = 108.062

-4.932 -4.932


GADING 13 GADING 14



0 5.601026 1 5.601 1 5.360

0.5 6.17 4 24.680 4 27.834

1 7.02 1 7.020 1 6.710

l = 0.5 37.301 l = 0.5 39.904

Am = 12.434 Am = 13.301



1 7.02 1 7.020 1 6.71 1 6.710

1.5 6.54 4 26.160 4 30.040

2 7 1 7.000 1 6.770

l = 0.5 77.481 l = 0.5 83.424

Am = 25.827 Am = 27.808



2 7 1 7.000 2 6.77 1 6.770

2.5 6.48 4 25.920 4 30.640

3 7 1 7.000 1 6.820

l = 0.5 117.401 l = 0.5 127.654

Am = 39.134 Am = 42.551



3 7 1 7.000 3 6.82 1 6.820

3.5 6.54 4 26.160 4 31.040

4 7 1 7.000 1 6.880

l = 0.5 157.561 l = 0.5 172.394

Am = 52.520 Am = 57.465



4 7 1 7.000 4 6.88 1 6.880

4.5 6.54 4 26.160 4 31.400

5 7 1 7.000 1 6.960

l = 0.5 197.721 l = 0.5 217.634

Am = 65.907 Am = 72.545



5 7 1 7.000 5 6.96 0.9 6.341

5.5 6.48 4 25.920 4 31.800

6 7 1 7.000 1 7.000

l = 0.5 237.641 l = 0.5 262.775

Am = 79.214 Am = 87.592



6 7 1 7.000 6 7 1 7.000

6.5 6.8 4 27.200 4 32.400

deck 8.1 1 8.100 1 8.100

2 * k * l * Sd 2 * k * l * Sd

S1 = S1 =

2 * k * l * S1 2 * k * l * S1

S2 = S2 =

2 * k * l * S2 2 * k * l * S2

S3 = S3 =

2 * k * l * S3 2 * k * l * S3

S4= S4=

2 * k * l * S4 2 * k * l * S4

S5 = S5 =

2 * k * l * S5 2 * k * l * S5

S6 = S6 =

2 * k * l * S6 2 * k * l * S6

l = 1.023 42.300 l = 1.40 47.500

Am = 108.062 Am = 131.925

-4.932 -7.434


GADING 15 GADING 16



1 4.920 1 4.260

4 22.413 4 16.552

1 6.410 1 5.750

l = 0.5 33.743 l = 0.5 26.562

Am = 11.248 Am = 8.854



1 6.41 1 6.410 1 5.75 1 5.750

4 25.396 4 19.960

1 6.520 1 5.940

l = 0.5 72.069 l = 0.5 58.212

Am = 24.023 Am = 19.404



2 6.52 1 6.520 2 5.94 1 5.940

4 26.540 4 21.436

1 6.570 1 6.080

l = 0.5 111.699 l = 0.5 91.668

Am = 37.233 Am = 30.556



3 6.57 1 6.570 3 6.08 1 6.080

4 27.600 4 22.716

1 6.710 1 6.220

l = 0.5 152.579 l = 0.5 126.684

Am = 50.860 Am = 42.228



4 6.71 1 6.710 4 6.22 1 6.220

4 28.480 4 24.000

1 6.790 1 6.350

l = 0.5 194.559 l = 0.5 163.254

Am = 64.853 Am = 54.418



5 6.79 1 6.790 5 6.35 1 6.350

4 29.440 4 25.360

1 6.950 1 6.490

l = 0.5 237.739 l = 0.5 201.454

Am = 79.246 Am = 67.151



6 6.95 1 6.950 6 6.49 1 6.490

4 30.600 4 27.200

Sd = Sd =

2 * k * l * Sd 2 * k * l * Sd

S1 = S1 =

2 * k * l * S1 2 * k * l * S1

S2 = S2 =

2 * k * l * S2 2 * k * l * S2

S3 = S3 =

2 * k * l * S3 2 * k * l * S3

S4= S4=

2 * k * l * S4 2 * k * l * S4

S5 = S5 =

2 * k * l * S5 2 * k * l * S5

S6 = S6 =

2 * k * l * S6 2 * k * l * S6

1 7.850 1 7.050

l = 1.45 45.400 l = 1.153 40.740

Am = 123.133 Am = 98.467

Err:522 -7.012TABEL PERHITUNGAN BONJEAN

GADING 17 GADING 18



1 3.410 1 2.250

4 10.993 4 5.960

1 4.590 1 3.140

l = 0.5 18.993 l = 0.5 11.350

Am = 6.331 Am = 3.783



1 4.59 1 4.590 1 3.14 1 3.140

4 13.960 4 8.560

1 4.810 1 3.330

l = 0.5 42.353 l = 0.5 26.380

Am = 14.118 Am = 8.793



2 4.81 1 4.810 2 3.33 1 3.330

4 15.640 4 10.139

1 5.030 1 3.490

l = 0.5 67.833 l = 0.5 43.339

Am = 22.611 Am = 14.446



3 5.03 1 5.030 3 3.49 1 3.490

4 17.160 4 11.440

1 5.230 1 3.710

l = 0.5 95.253 l = 0.5 61.979

Am = 31.751 Am = 20.660



4 5.23 1 5.230 4 3.71 1 3.710

4 18.560 4 12.485

1 5.450 1 3.960

l = 0.5 124.493 l = 0.5 82.134

Am = 41.498 Am = 27.378



5 5.45 1 5.450 5 3.96 1 3.960

4 19.880 4 13.520

1 5.600 1 4.170

l = 0.5 155.423 l = 0.5 103.784

Am = 51.808 Am = 34.595



6 5.60 1.00 5.600 6 4.17 ### 4.170

Sd = Sd =

2 * k * l * Sd 2 * k * l * Sd

S1 = S1 =

2 * k * l * S1 2 * k * l * S1

S2 = S2 =

2 * k * l * S2 2 * k * l * S2

S3 = S3 =

2 * k * l * S3 2 * k * l * S3

S4= S4=

2 * k * l * S4 2 * k * l * S4

S5 = S5 =

2 * k * l * S5 2 * k * l * S5

S6 = S6 =

2 * k * l * S6 2 * k * l * S6

4.00 21.840 ### 15.120

1.00 6.100 ### 4.500

l = 1.3 33.540 l = 1.450 23.790

Am = 80.876 Am = 57.592

-15.002 -21.136


GADING 19 GADING 20



0 1.13 1 1.130 0 0 1 0.000

0.5 0.6 4 2.400 0.5 0.28 4 1.120

1 1.49 1 1.490 1 0 1 0.000

l = 0.5 5.020 l = 0.5 1.120

Am = 1.673 Am = 0.373



1 1.49 1 1.490 1 0 1 0.000

1.5 1.101 4 4.404 1.5 0.68 4 2.720

2 1.6 1 1.600 2 0 1 0.000

l = 0.5 12.514 l = 0.5 3.840

Am = 4.171 Am = 1.280



2 1.6 1 1.600 2 0 1 0.000

2.5 1 4 5.280 2.5 0.972 4 3.888

3 1.73 1 1.730 3 0 1 0.000

l = 0.5 21.124 l = 0.5 7.728

Am = 7.041 Am = 2.576



3 1.73 1 1.730 3 0 1 0.000

3.5 1.47 4 5.880 3.5 0.834 4 3.336

4 1.9 1 1.900 4 0 1 0.000

l = 0.5 30.634 l = 0.5 11.064

Am = 10.211 Am = 3.688



4 1.9 1 1.900 4 0 1 0.000

4.5 1.6 4 6.400 4.5 0.335 4 1.340

5 2.12 1 2.120 5 0 1 0.000

l = 0.5 41.054 l = 0.5 12.404

Am = 13.685 Am = 4.135



5 2.12 1 2.120 5 0 1 0.000

5.5 1.74 4 6.960 5.5 0.0575 4 0.230

6 2.26 1 2.260 6 0 1 0.000

l = 0.5 52.394 l = 0.5 12.634

Am = 17.465 Am = 4.211



6 2.26 1 2.260 6 0 1 0.000

Sd = Sd =

2 * k * l * Sd 2 * k * l * Sd

S1 = S1 =

2 * k * l * S1 2 * k * l * S1

S2 = S2 =

2 * k * l * S2 2 * k * l * S2

S3 = S3 =

2 * k * l * S3 2 * k * l * S3

S4= S4=

2 * k * l * S4 2 * k * l * S4

S5 = S5 =

2 * k * l * S5 2 * k * l * S5

S6 = S6 =

2 * k * l * S6 2 * k * l * S6

6.5 2.03 4 8.120 6.5 0.243 4 0.972

deck 3.10 1 3.100 deck 0.9 1 0.900

l = 1.65 13.480 l = 1.75 1.872

Am = 32.293 Am = 6.395

-21.197 100.000

Sd = Sd =

2 * k * l * Sd 2 * k * l * Sd


GADING

NO. WL ORDINAT HASIL KALI

I II II * III = IV

1 0

4 0.5

1 1

l = 0.5

Am =


I II II * III = IV

1

1.5

2

l = 0.5

Am =


I II II * III = IV

2 GADING 1 GADING 2

2.5

3 0 0 0

l = 0.5 0.5 1.0445 0.5

Am = 1 2.53 1

NO. WL ORDINAT HASIL KALI 1.5 1.49 1.5

I II II * III = IV 2 3.25 2

3 2.5 1.75 2.5

3.5 3 3.68 3

4 3.5 2.11 3.5

l = 0.5 0.000 4 4.09 4

Am = 0.000 4.5 2.69 4.5

NO. WL ORDINAT HASIL KALI 5 4.59 5

I II II * III = IV 5.5 3.94 5.5

4 6 5.2 6

4.5 6.5 6.600 6.5

5 deck 0 deck

l = 0.5 0.000 -34.818 -15.970

Am = 0.000


I II II * III = IV

5 0 0.000 1

5.5 1.681 6.724 4

6 3.99 3.990 1

l = 0.5 10.714

Am = 3.571


I II II * III = IV

6 3.99

6.5 5.679

deck 6.162 0.000

l = 1.3 0.000

Am = 3.571

2 * k * l * S1

2 * k * l * S2

2 * k * l * S3

2 * k * l * S4

2 * k * l * S5

2 * k * l * S6

2 * k * l * Sd

GADING 3 GADING 4

0 3.14 0 4.21

0.5 3.885 0.5 5.206

1 5.1 1 5.86

1.5 4.641 1.5 6.02

2 5.53 2 6.11

2.5 5.02 2.5 6.35

3 5.75 3 6.23

3.5 5.41 3.5 6.645

4 6.03 4 6.37

4.5 5.92 4.5 7.01

5 6.28 5 6.54

5.5 6.510 5.5 7.3

6 6.55 6 6.69

6.5 7.41 6.5 8

deck 7.47 deck 0

-5.216 2.853

2 3 4 5 6 7 8

0

1

2

3

4

5

6

7

GADING 5 GADING 6

0 4.95 0 5.42

0.5 6.3531 0.5 7.19

1 6.33 1 6.68

1.5 7.142 1.5 8

2 6.46 2 6.76

2.5 7.357 2.5 7.903

3 6.53 3 6.77

3.5 7.499 3.5 7.93

4 6.6 4 6.8

4.5 7.63 4.5 7.941

5 6.71 5 6.85

5.5 7.755 5.5 7.9668

6 6.8 6 6.89

6.5 7.93 6.5 8.047

deck 8.025 deck 8.05

7.801 9.679

4.5 5 5.5 6 6.5 7 7.5 8 8.5

0

1

2

3

4

5

6

7

GADING 11

0 5.6010255

0.5 6.17

1 7.02

1.5 6.54

2 7

2.5 6.48

3 7

3.5 6.54

4 7

4.5 6.54

5 7

5.5 6.48

6 7

6.5 6.8

deck 8.1

-4.932

5.4 5.6 5.8 6 6.2 6.4 6.6 6.8 7 7.2

0

1

2

3

4

5

6

7

GADING 14

0 5.36

0.5 7

1 6.71

1.5 7.51

2 6.77

2.5 7.66

3 6.82

3.5 7.76

4 6.88

4.5 7.85

5 6.96

5.5 7.95

6 7

6.5 8.1

deck 8.1

-7.434

5 5.5 6 6.5 7 7.5 8 8.5

0

1

2

3

4

5

6

7

GADING 15

0 4.92 0 4.26

0.5 5.6033 0.5 4.1379

1 6.41 1 5.75

1.5 6.349 1.5 4.99

2 6.52 2 5.94

2.5 6.635 2.5 5.359

3 6.57 3 6.08

3.5 6.9 3.5 5.679

4 6.71 4 6.22

4.5 7.12 4.5 6

5 6.79 5 6.35

5.5 7.36 5.5 6.34

6 7.0 6 6.49

6.5 7.650 6.5 6.8

deck 7.850 deck 7.05

Err:522 -7.012

4.5 5 5.5 6 6.5 7 7.5 8

0

1

2

3

4

5

6

7


GADING 17 GADING 18

0 3.41 0 2.25

0.5 2.7483 0.5 1.4899999

1 4.59 1 3.14

1.5 3.49 1.5 2.14

2 4.81 2 3.33

2.5 3.91 2.5 2.5347

3 5.03 3 3.49

3.5 4.29 3.5 2.86

4 5.23 4 3.71

4.5 4.64 4.5 3.12125

5 5.45 5 3.96

5.5 4.97 5.49 3.38

6 5.6 6 4.17

6.5 5.46 6.5 3.78

deck 6.10 deck 4.5

-15.002 -21.136

2.5 3 3.5 4 4.5 5 5.5 6

0

1

2

3

4

5

6

7

GADING 19

-21.197 100.000

0 2 4 6 8 10 12

0

2

4

6

8

10

12

2.9487533333333

Deck 2.81673667 2.642093333

1.65

2.349

3.99

3.11

4.57

3.49

4.91

3.92

5.28

4.5331

5.69

5.455

6.2

6.88

0

0 1 2 3 4 5 6 7

0

1

2

3

4

5

6

7

1 2 3 4 5 6 7 8

0

1

2

3

4

5

6

7

C ol...

2 3 4 5 6 7 8

0

1

2

3

4

5

6

7

4 4.5 5 5.5 6 6.5 7 7.5 8

0

1

2

3

4

5

6

7

4.5 5 5.5 6 6.5 7 7.5 8 8.5

0

1

2

3

4

5

6

7

5 5.5 6 6.5 7 7.5 8 8.5

0

1

2

3

4

5

6

7

5.4 5.6 5.8 6 6.2 6.4 6.6 6.8 7 7.2

0

1

2

3

4

5

6

7

4.5 5 5.5 6 6.5 7 7.5 8

0

1

2

3

4

5

6

7

4 4.5 5 5.5 6 6.5 7

0

1

2

3

4

5

6

7

2.5 3 3.5 4 4.5 5 5.5 6

0

1

2

3

4

5

6

7

1 1.5 2 2.5 3 3.5 4 4.5

0

1

2

3

4

5

6

7

0 2 4 6 8 10 12

0

2

4

6

8

10

12

0 2 4 6 8 10 12

0

2

4

6

8

10

12

202.4198 2.0916333 1.6852583 1.216183 0.65533333 0.17 0.6544

0 2 4 6 8 10 12

0

2

4

6

8

10

12

1 2 3 4 5 6 7 8

0

1

2

3

4

5

6

7

C ol...

TABEL PERHITUNGAN HIDROSTATIK

NO WL LUAS WL FS HASIL KALI I FM HASIL KALI II OF

I II III II*III = IV V IV*V=VI VI

0 641.127 1 641.127 0 0.000 -3.457

0.5 736.141 4 2944.564 1 2944.564 -2.194

1 866.504 1 866.504 2 1733.008 -0.137

4452.194 4677.571

1 866.504 1 866.504 2 1733.008 -0.137

1.5 829.230 4 3316.922 3 9950.765 -1.516

2 892.277 1 892.277 4 3569.107 -0.382

9527.897 19930.451

2 892.277 1 892.277 4 3569.107 -0.382

2.5 854.283 4 3417.133 5 17085.667 -1.258

3 898.409 1 898.409 6 5390.457 -1.210

14735.716 45975.680

3 898.409 1 898.409 6 5390.457 -1.210

3.5 903.070 4 3612.281 7 25285.964 -1.736

4 910.824 1 910.824 8 7286.594 -1.551

20157.230 83938.695

4 910.824 1 910.824 8 7286.594 -1.551

4.5 928.826 4 3715.303 9 33437.724 -1.845

5 935.712 1 935.712 10 9357.120 -1.111

25719.069 134020.133

5 935.712 1 935.712 10 9357.120 -1.111

5.5 976.871 4 3907.484 11 42982.320 -3.001

6 987.300 1 987.300 12 11847.600 -2.630

31549.565 198207.172

Volume =

= 5258.261

Volume Rancangan = LWL x B x T x Cb

= 5372.640

Koreksi Volume = =

= 2.129 %

S11 = S12 = S13 =

S21 = S22 = S23 =

S31 = S32 = S33 =

S41 = S42 = S43 =

S51 = S52 = S53 =

S61 = S62 = S63 =

m3

m3

(Vol . ranc−Vol . )Vol . ranc

x100 %

13xT

12x∑61

¿ ¿

TABEL PERHITUNGAN HIDROSTATIK

HASIL KALI III

IV*VI = VII

-2216.347

-6458.998

-118.283

-8793.628

-118.283

-5027.424

-340.436

-14279.771

-340.436

-4298.231

-1086.700

-20005.138

-1086.700

-6272.239

-1412.717

-28776.793

-1412.717

-6856.133

-1039.147

-38084.790

-1039.147

-11727.565

-2596.640

-53448.141

600 650 700 750 800 850 900 950 1000 10500

0.5

1

1.5

2

2.5

3

3.5

4

4.5

5

5.5

6

6.5

Colum...

600 650 700 750 800 850 900 950 1000 10500

0.5

1

1.5

2

2.5

3

3.5

4

4.5

5

5.5

6

6.5

Colum...

BONJEAN CURVESkala Bonjean 1 : 25Gading 1 2 3 4 5 6 7

LuasA1 0.089 0.200 0.317 0.412 0.489 0.545 0.497

A2 0.246 0.480 0.706 0.893 1.041 1.142 1.033

A3 0.432 0.793 1.124 1.396 1.606 1.744 1.580

A4 0.648 1.138 1.570 1.918 2.181 2.348 2.213

A5 0.907 1.526 2.050 2.464 2.766 2.953 2.832

A6 1.248 1.975 2.568 3.030 3.359 3.562 3.451

Adeck 2.259 2.965 3.791 3.975 4.414 4.504 4.383

HIDROSTATIK CURVESkala 1 : 150 1 1 1 1 1 0.25Nama Vn Cbn Cmn Cwn Cpln Cpvn OBnSarat

4.947 0.462 0.886 0.539 0.52 0.86 -7.90

10.587 0.494 0.922 0.555 0.54 0.89 -5.99

16.373 0.508 0.932 0.557 0.55 0.91 -5.43

22.397 0.518 0.938 0.562 0.55 0.92 -5.71

28.577 0.519 0.942 0.566 0.55 0.92 -5.92

35.055 0.763 0.943 0.860 0.81 0.89 -6.78

UNTUK GAMBAR BONJEAN CURVEGading 1 2 3 4 5 6 7Adeck 2.259 2.965 3.791 3.975 4.414 4.504 4.383

A6 1.248 1.975 2.568 3.030 3.359 3.562 3.451

A5 0.907 1.526 2.050 2.464 2.766 2.953 2.832

A4 0.648 1.138 1.570 1.918 2.181 2.348 2.213

A3 0.432 0.793 1.124 1.396 1.606 1.744 1.580

T0

T1

T2

T3

T4

T5

T6

C2

MUH RUSDIN: INI SKALA JADI ini saja yang dirubah

A37

MUH RUSDIN: Kalau gambar di autocad copy data di bawah ini

A2 0.246 0.480 0.706 0.893 1.041 1.142 1.033

A1 0.089 0.200 0.317 0.412 0.489 0.545 0.497

UNTUK GAMBAR HIDROSTATIK CURVEUkur dari AP 14 15 16 17 18 10Nama Vn Cbn Cmn Cwn Cpln Cpvn OBn

T6 35.055 0.763 0.943 0.860 0.810 0.888 -6.77640305

T5 28.577 0.519 0.942 0.566 0.551 0.916 -5.92319878

T4 22.397 0.518 0.938 0.562 0.553 0.922 -5.7104658

T3 16.373 0.508 0.932 0.557 0.545 0.911 -5.43038104

T2 10.587 0.494 0.922 0.555 0.536 0.890 -5.99493125

T1 4.947 0.462 0.886 0.539 0.521 0.856 -7.90048905

T0

OBn

-3.77706237

-3.08732002

-2.97860895

-3.28618338

-3.78243972

-4.13668427

A53

MUH RUSDIN: Kalau gambar di autocad copy data di bawah ini

8 9 10 11 12 13 14 15

0.497 0.497 0.497 0.497 0.497 0.497 0.532 0.450

1.033 1.033 1.033 1.033 1.033 1.033 1.112 0.961

1.565 1.565 1.565 1.565 1.565 1.565 1.702 1.489

2.184 2.101 2.101 2.101 2.101 2.101 2.299 2.034

2.803 2.636 2.636 2.636 2.636 2.636 2.902 2.594

3.421 3.169 3.169 3.169 3.169 3.169 3.504 3.170

4.354 4.347 4.347 4.322 4.322 4.322 5.277 4.925

150 150 0.5 10 0.25 0.5 10 2D1n D MBn MLBn KBn MKn MLKn MTCn

12.861

5.00 5.09 30.64 42.75 2.10 31.69 42.8039268 19.827

10.71 10.89 14.93 21.59 4.18 17.02 21.6984769 21.432

16.56 16.85 10.07 13.72 6.24 13.19 13.88025768 21.066

22.66 23.05 7.53 10.37 8.33 11.69 10.57433265 21.766

28.91 29.41 6.16 8.74 10.42 11.37 8.997966185 23.408

35.46 36.08 5.34 8.29 12.56 11.62 8.602449872 27.239

8 9 10 11 12 13 14 154.354 4.347 4.347 4.322 4.322 4.322 5.277 4.925

3.421 3.169 3.169 3.169 3.169 3.169 3.504 3.170

2.803 2.636 2.636 2.636 2.636 2.636 2.902 2.594

2.184 2.101 2.101 2.101 2.101 2.101 2.299 2.034

1.565 1.565 1.565 1.565 1.565 1.565 1.702 1.489

1.033 1.033 1.033 1.033 1.033 1.033 1.112 0.961

0.497 0.497 0.497 0.497 0.497 0.497 0.532 0.450

AP AP AP AP AP AP AP APD1n D MBn MLBn KBn MKn MLKn MTCn

35.45925676 36.07517437 5.33723184 8.288329575 12.56481188 11.61963778 8.602449872 27.2389

28.90623319 29.40832657 6.158368005 8.737419948 10.42184945 11.36929273 8.997966185 23.4082

22.65515886 23.04867279 7.530505525 10.36612276 8.328395746 11.6947034 10.57433265 21.7659

16.56179856 16.84947249 10.07488051 13.72425684 6.240033502 13.19489726 13.88025768 21.0663

10.70861461 10.89462032 14.92655957 21.59388692 4.183599323 17.01835923 21.6984769 21.4317

5.003920138 5.090836865 30.63543672 42.75139573 2.10124315 31.6860583 42.8039268 19.8268

12.8609

OF

-8.53440285

-4.38289769

-2.55049132

-1.76326528

-3.40259888

-3.81922422

-4.53063949

16 17 18 19 20 0 0 0

0.354 0.253 0.151 0.067 0.015 4.553333333

0.776 0.565 0.352 0.167 0.051 9.106666667

1.222 0.904 0.578 0.282 0.103 13.66

1.689 1.270 0.826 0.408 0.148 18.21333333

2.177 1.660 1.095 0.547 0.165 22.76666667

2.686 2.072 1.384 0.699 0.168 0.143 27.32

3.939 3.235 2.304 1.292 0.256 0.143

1 0.25 30 0.25 1000 25000 25000TPCn DDTn AWL OF Ix IY IL

6.572 21.37089439 -13.828 5.40 8.54 8.23 0

8.882 0.060619947 28.883464 -0.546 11.37 12.69 12.69 4.553333333

9.146 0.174473538 29.742555 -1.526 11.85 13.72 13.72 9.106666667

9.209 0.556933703 29.94698089 -4.838 12.37 13.54 13.48 13.66

9.336 0.724017331 30.36080879 -6.204 12.65 14.02 13.93 18.21333333

9.591 0.532562667 31.1904 -4.442 13.20 15.03 14.98 22.76666667

10.120 1.330778 32.91 -10.520 14.03 17.71 17.43 27.32

16 17 18 19 20 03.939 3.235 2.304 1.292 0.256 0.143

2.686 2.072 1.384 0.699 0.168 0.143

2.177 1.660 1.095 0.547 0.165 0.000

1.689 1.270 0.826 0.408 0.148

1.222 0.904 0.578 0.282 0.103

0.776 0.565 0.352 0.167 0.051

0.354 0.253 0.151 0.067 0.015

AP AP AP 10 AP AP APTPCn DDTn AWL OF Ix IY IL

10.1198 1.330778 32.91 -10.520166 14.0323 17.71 17.43288

9.59105 0.532562667 31.1904 -4.4421645 13.199 15.02738 14.98122

9.33595 0.724017331 30.36080879 -6.2041243 12.6495 14.0178 13.93015

9.2087 0.556933703 29.94698089 -4.8383282 12.3717 13.53503 13.48245

9.14584 0.174473538 29.742555 -1.5261463 11.8516 13.72148 13.71629

8.88167 0.060619947 28.883464 -0.5460233 11.3662 12.68981 12.68917

6.57155 21.37089439 -13.827824 5.39994 8.537443 8.23097

2,

0.0149333333333333,4.55333333333333,0.0512,9.10666666666667,0.10304,13.66,0.14752,18.2133333333333,0.165386666666667,22.7666666666667,0.168453333333333,27.32

,0,

0.856352025762284,4.55333333333333,

0.889848877357128,9.10666666666667,

0.911222499734095,13.66,

0.922114859691346,18.2133333333333,

0.916203169515136,22.7666666666667,

0.887649948923563,27.32,

TABEL PERHITUNGAN VOLUMINA

FORMULA HASIL

I II IV

742.032

1587.983

2455.953

3359.538

4286.512

5258.261

TABEL PERHITUNGAN KOEFISIEN BLOK KAPAL

FORMULA HASIL

I II IV

0.462

0.494

0.508

0.518

0.519

0.763

TABEL PERHITUNGAN KOEFISIEN PENAMPANG TENGAH KAPAL

FORMULA HASIL

I II IV

0.886

0.922

0.932

0.938

0.942

0.943

TABEL PERHITUNGAN KOEFISIEN GARIS AIR

FORMULA HASIL

I II IV

0.539

0.555

0.557

0.562

0.566

0.860

Vn

V1 1/3 x (T/12) x S11

V2 1/3 x (T/12) x S21

V3 1/3 x (T/12) x S31

V4 1/3 x (T/12) x S41

V5 1/3 x (T/12) x S51

V6 1/3 x (T/12) x S61

Cbn

Cb1 V1/(L1 x B1 x T1)

Cb2 V2/(L2 x B2 x T2)

Cb3 V3/(L3 x B3 x T3)

Cb4 V4/(L4 x B4 x T4)

Cb5 V5/(L5 x B5 x T5)

Cb6 V6/(L6 x B6 x T6)

Cmn

Cm1 A1/(B1 x T1)

Cm2 A2/(B2 x T2)

Cm3 A3/(B3 x T3)

Cm4 A4/(B4 x T4)

Cm5 A5/(B5 x T5)

Cm6 A6/(B6 x T6)

Cwn

Cw1 Awl1/(L1 x B1)

Cw2 Awl2/(L2 x B2)

Cw3 Awl3/(L3 x B3)

Cw4 Awl4/(L4 x B4)

Cw5 Awl5/(L5 x B5)

Cw6 Awl6/(L6 x B6)

TABEL PERHITUNGAN KOEFISIEN PRISMATIK MEMANJANG

FORMULA HASIL

I II IV

0.521

0.536

0.545

0.553

0.551

0.810

TABEL PERHITUNGAN KOEFISIEN PRISMATIK VERTIKAL

FORMULA HASIL

I II IV

0.856

0.890

0.911

0.922

0.916

0.888

TABEL PERHITUNGAN LETAK TITIK TEKAN TERHADAP MIDSHIP

FORMULA HASIL

I II IV

-1.975

-1.499

-1.358

-1.428

-1.481

-1.694

TABEL PERHITUNGAN DISPLACEMENT AIR TAWAR (D1)

FORMULA HASIL

I II IV

750.588

1606.292

2484.270

3398.274

4335.935

5318.889

Cpln

Cpl1 Cb1/Cm1

Cpl2 Cb2/Cm2

Cpl3 Cb3/Cm3

Cpl4 Cb4/Cm4

Cpl5 Cb5/Cm5

Cpl6 Cb6/Cm6

Cpvn

CpV1 Cb1/Cw1

CpV2 Cb2/Cw2

CpV3 Cb3/Cw3

CpV4 Cb4/Cw4

CpV5 Cb5/Cw5

CpV6 Cb6/Cw6

OBn

OBn S13/S11

OBn S23/S21

OBn S33/S31

OBn S43/S41

OBn S53/S51

OBn S63/S61

D1n

D11 1.0075*V1

D12 1.0075*V2

D13 1.0075*V3

D14 1.0075*V4

D15 1.0075*V5

D16 1.0075*V6

TABEL PERHITUNGAN DISPLACEMENT AIR LAUT (D)

D FORMULA HASIL

I II IV

763.626

1634.193

2527.421

3457.301

4411.249

5411.276

TABEL PERHITUNGAN JARI - JARI METACENTRA MELINTANG (MB)

FORMULA HASIL

I II IV

15.318

7.463

5.037

3.765

3.079

2.669

TABEL PERHITUNGAN JARI - JARI METACENTRA MEMANJANG (MLB)

FORMULA HASIL

I II IV

427.514

215.939

137.243

103.661

87.374

82.883

TABEL PERHITUNGAN TITIK TEKAN TERHADAP GARIS DASAR (KB)

FORMULA HASIL

I II IV

0.525

1.046

1.560

2.082

2.605

3.141

D1 1.025*1.004*V1

D2 1.025*1.004*V2

D3 1.025*1.004*V3

D4 1.025*1.004*V4

D5 1.025*1.004*V5

D6 1.025*1.004*V6

MBn

MB1 IX1/V1

MB2 IX2/V2

MB3 IX3/V3

MB4 IX4/V4

MB5 IX5/V5

MB6 IX6/V6

MLBn

MLB1 IL1/V1

MLB2 IL2/V2

MLB3 IL3/V3

MLB4 IL4/V4

MLB5 IL5/V5

MLB6 IX6/V6

KBn

KB1 (T/12) x (S12/S11)

KB2 (T/12) x (S22/S21)

KB3 (T/12) x (S32/S31)

KB4 (T/12) x (S42/S41)

KB5 (T/12) x (S52/S51)

KB6 (T/12) x (S62/S61)

TABEL PERHITUNGAN TINGGI METACENTRA MELINTANG (MK)

FORMULA HASIL

I II IV

KB1 + MB1 15.843

KB2 + MB2 8.509

KB3+ MB3 6.597

KB4 + MB4 5.847

KB5 + MB5 5.685

KB6 + MB6 5.810

TABEL PERHITUNGAN TINGGI METACENTRA MEMANJANG (MLK)

FORMULA HASIL

I II IV

KB1 + MLB1 428.039

KB2 + MLB2 216.985

KB3+ MLB3 138.803

KB4 + MLB4 105.743

KB5 + MLB5 89.980

KB6 + MLB6 86.024

TABEL PERHITUNGAN MOMEN TRIM PER 1 CM (MTC)

FORMULA HASIL

I II IV

25.722

39.654

42.863

42.133

43.532

46.816

54.478

TABEL PERHITUNGAN TON PER CM PERUBAHAN SARAT (TPC)

FORMULA HASIL

I II IV

6.572

8.882

9.146

9.209

9.336

9.591

10.120

MKn

MK1

MK2

MK3

MK4

MK5

MK6

MLKn

MLK1

MLK2

MLK3

MLK4

MLK5

MLK6

MTCn

MTC0 IL0/(100 x LBP)







TPCn

TPC0 Awl0 X 0.01 X 1.025

TPC1 Awl1 X 0.01 X 1.025

TPC2 Awl2 X 0.01 X 1.025

TPC3 Awl3 X 0.01 X 1.025

TPC4 Awl4 X 0.01 X 1.025

TPC5 Awl5 X 0.01 X 1.025

TPC6 Awl6 X 0.01 X 1.025

TABEL PERHITUNGAN PERUBAHAN CARENA AKIBAT TRIM BURITAN (DDT)

FORMULA HASIL

I II IV

0.015

0.044

0.139

0.181

0.133

0.333

DDTn

DDT1 [-OF1 x (TPC/LBP)]






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