Tabel Hidro & Bonjen Dicko.xls
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Data Ukuran Utama Kapal Lpp 84.25 m B 17.6 m H 7.6 m T 5.4 m Vs 12.5 knot Lwl 85.93 m Cb 0.76
8
6.43 m/s
skala 1-:125
694.4 x y
8 20
703.52
A1
tr
HYDROSTATIC CALCULATION OF MAIN PART Ord
Lver Simp
of number
0
mwl
0.5
mult
S'=
1
S'=4
S
YS'
YS
n
0
-10
1
1
-9
4
2
-8
2
3
-7
4
4
-6
2
5
-5
4
6
-4
2
7
-3
4
8
-2
2
9
-1
4
10
0
2
11
1
4
12
2
2
13
3
4
14
4
2
15
5
4
16
6
2
17
7
4
18
8
2
19
9
4
20
10
1
0 0 1.11 2.48 4.04 5.63 6.89 7.63 7.63 7.63 7.63 7.63 7.63 7.63 6.73 5.47 3.83 2.32 1.05 0.16 0
0.00 0.00 2.22 9.92 8.08 22.52 13.78 30.52 15.26 30.52 15.26 30.52 15.26 30.52 13.46 21.88 7.66 9.28 2.10 0.64 0.00
Y
0 0.19 1.88 3.5 5.06 6.95 8.16 8.59 8.59 8.59 8.59 8.59 8.59 8.59 8.44 7.98 7.46 6.62 4.86 2.24 0
YS'
mwl
YS
0.00
0.00
0.76
0.76
7.52
3.76
14.00
14.00
20.24
10.12
27.80
27.80
32.64
16.32
34.36
34.36
34.36
17.18
34.36
34.36
34.36
17.18
34.36
34.36
34.36
17.18
34.36
34.36
33.76
16.88
31.92
31.92
29.84
14.92
26.48
26.48
19.44
9.72
8.96
8.96
0.00
0.00
1
mwl
Function
S'=
1
of area
YS'
YS
S YS'
0 0.35 2.25 3.95 5.89 7.49 8.47 8.78 8.78 8.78 8.78 8.78 8.78 8.78 8.56 8.3 7.9 7.06 5.13 2.26 0
0.00
0.00
Simpson Multiplier
Cubes of
Function
Moment
ordinates
of cubes
S(YS')Sn
Y^3
Y^3 S
0.00
0.00
370.62
Funtion of Half Girth
CG of WP moment of WP Girth YSn
0.00
0.00
(YSn)n 0.00
1.11
4.44
-39.96
0.04
0.17
-12.60
113.40
4.50
10.88
21.76
-174.08
11.39
22.78
-36.00
288.00
15.80
20.43
81.72
-572.04
61.63
246.52
-110.60
774.20
11.78
30.17
60.34
-362.04
204.34
408.67
-70.68
424.08
29.96
40.92
163.68
-818.40
420.19
1680.76
-149.80
749.00
16.94
48.00
96.00
-384.00
607.65
1215.29
-67.76
271.04
35.12
50.77
203.08
-609.24
676.84
2707.34
-105.36
316.08
17.56
50.77
101.54
-203.08
676.84
1353.67
-35.12
70.24
35.12
50.77
203.08
-203.08
676.84
2707.34
-35.12
35.12
17.56
50.77
101.54
0.00
676.84
1353.67
0.00
0.00
35.12
50.77
203.08
203.08
676.84
2707.34
35.12
35.12
17.56
50.77
101.54
203.08
676.84
1353.67
35.12
70.24
35.12
50.77
203.08
609.24
676.84
2707.34
105.36
316.08
17.12
49.05
98.10
392.40
627.22
1254.44
68.48
273.92
33.20
45.69
182.76
913.80
571.79
2287.15
166.00
830.00
15.80
41.57
83.14
498.84
493.04
986.08
94.80
568.80
28.24
35.86
143.44
1004.08
351.90
1407.58
197.68
1383.76
10.26
25.62
51.24
409.92
135.01
270.01
82.08
656.64
9.04
11.38
45.52
409.68
11.54
46.17
81.36
732.24
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2149.08 (1) 279.40
0.00
Function for
1.40
Function of WL S YS
S(YS')S
387.20 (4)
1
4
1
279.40
1482.5
387.20
24716.03 (5) 1278.20 (3)
7907.96 (7)
Product
g
gS
0 0.76 2.62 4.3 6.15 7.79 8.86 9.29 9.29 9.29 9.29 9.29 9.29 9.29 9.13 8.6 8.24 7.38 5.69 3.03 0 (8)
0.00
0
3.04
1
5.24
2
17.20
3
12.30
4
31.16
5
17.72
6
37.16
7
18.58
8
37.16
9
18.58
10
37.16
11
18.58
12
37.16
13
18.26
14
34.40
15
16.48
16
29.52
17
11.38
18
12.12
19
0.00
20
413.20
242.96 (6)
S' S(YS) S'
2149.08 (1)
Mýultipler for lever n' S(YS) S' n'
HYDROSTATIC AND BONJEAN
-1
0
1
-279.40
0.00
387.20
107.80
(2)
PPNS-ITS
A2 HYDROSTATIC CALCULATION OF MAIN PART Ord
1
mwl
1.5
mult
S'=
1
S'=4
S
YS'
YS
Lver Simp
of ORD
N
0
-10
1
1
-9
4
2
-8
2
3
-7
4
4
-6
2
5
-5
4
6
-4
2
7
-3
4
8
-2
2
9
-1
4
10
0
2
11
1
4
12
2
2
0 0.35 2.25 3.95 5.89 7.49 8.47 8.78 8.78 8.78 8.78 8.78 8.78
13
3
4
8.78
14
4
2
15
5
4
16
6
2
17
7
4
18
8
2
19
9
4
20
10
1
8.56 8.3 7.9 7.06 5.13 2.26 0
Y
YS'
mwl YS
2
mwl
Function
S'=
1
of area
YS'
YS
S YS'
17.56
0 0.4 2.34 4.26 6.51 7.75 8.53 8.8 8.8 8.8 8.8 8.8 8.8
35.12
8.8
35.20
35.20
8.8
17.12
8.64 8.44 8.08 7.19 5.67 2.89 0
34.56
17.28
33.76
33.76
32.32
16.16
28.76
28.76
22.68
11.34
11.56
11.56
0.00
0.00
8.63 8.47 8.13 7.25 5.75 2.98 0
0.00 1.40 4.50 15.80 11.78 29.96 16.94 35.12 17.56 35.12 17.56 35.12
33.20 15.80 28.24 10.26 9.04 0.00
S(YS')S
Cubes of
Function
Moment
ordinates
of cubes
S(YS')Sn
Y^3
Y^3 S
0.00
0.00
1.60
1.60
9.36
4.68
17.04
17.04
26.04
13.02
31.00
31.00
34.12
17.06
35.20
35.20
35.20
17.60
35.20
35.20
35.20
17.60
35.20
35.20
35.20
17.60
0 0.46 2.5 2.04 4.62 6.9 7.94 8.8 8.8 8.8 8.8 8.8 8.8
35.20
52.78
211.12
633.36
681.47
2725.89
17.26
51.75
103.50
414.00
642.74
1285.47
33.88
50.53
202.12
1010.60
607.65
16.26
48.35
96.70
580.20
29.00
43.07
172.28
11.50
33.56
11.92 0.00
Function for
Funtion of
CG of WP moment of WPHalf Girth Product YSn
(YSn)n
g
gS
9.24
36.55
73.10
-438.60
98.61
197.22
-55.44
332.64
27.60
45.39
181.56
-907.80
328.51
1314.04
-138.00
690.00
15.88
50.53
101.06
-404.24
500.57
1001.13
-63.52
254.08
35.20
52.78
211.12
-633.36
681.47
2725.89
-105.60
316.80
17.60
52.78
105.56
-211.12
681.47
1362.94
-35.20
70.40
35.20
52.78
211.12
-211.12
681.47
2725.89
-35.20
35.20
17.60
52.78
105.56
0.00
681.47
1362.94
0.00
0.00
35.20
52.78
211.12
211.12
681.47
2725.89
35.20
35.20
17.60
52.78
105.56
211.12
681.47
1362.94
35.20
70.40
0 1.77 3.67 5.5 7.59 8.88 10.29 10.29 10.29 10.29 10.29 10.29 10.29
105.60
316.80
10.29
41.16
69.04
276.16
20.26
2430.58
169.40
847.00
537.37
1074.74
97.56
585.36
1205.96
381.08
1524.31
203.00
1421.00
67.12
536.96
190.11
380.22
92.00
736.00
16.80
67.20
604.80
26.46
105.85
107.28
965.52
0.00
0.00
0.00
0.00
0.00
0.00
0.00
10.13 9.62 9.27 8.4 6.77 4.09 0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.84
2.41
9.64
-86.76
0.10
0.39
-16.56
149.04
5.00
14.11
28.22
-225.76
15.63
31.25
-40.00
320.00
8.16
23.03
92.12
-644.84
8.49
33.96
-57.12
399.84
2355.78 (1)
Function of WL S YS
387.20
396.86
381.14
Simpson Multiplier
1
4
1
387.20
1587
381.14
(4)
1644.52
24371.55 (3)
(5)
7821.44 367.64
(7)
0.00 7.08 7.34 22.00 15.18 35.52 20.58 41.16 20.58 41.16 20.58 41.16 20.58
38.48 18.54 33.60 13.54 16.36 0.00
(8) 474.86
(6)
S' S(YS) S'
2355.78 (1)
Mýultipler for lever n' S(YS) S' n'
HYDROSTATIC AND BONJEAN
-1
0
1
-387.2
0.00
381.14
-6.06
(2)
PPNS-ITS
A3 HYDROSTATIC CALCULATION OF MAIN PART Ord
2
mwl
2.5
mult
S'=
1
S'=4
S
YS'
YS
Lver Simp
of ORD
N
0
-10
1
1
-9
4
2
-8
2
3
-7
4
4
-6
2
5
-5
4
6
-4
2
7
-3
4
8
-2
2
9
-1
4
10
0
2
11
1
4
12
2
2
13
3
4
14
4
2
15
5
4
16
6
2
17
7
4
18
8
2
19
9
4
20
10
1
0 0.46 2.5 2.04 4.62 6.9 7.94 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.63 8.47 8.13 7.25 5.75 2.98 0
Y 0
1.84 5 8.16 9.24 27.6 15.88 35.2 17.6 35.2 17.6 35.2 17.6 35.2 17.26 33.88 16.26 29 11.5 11.92 0
0 0.54 2.83 5.14 7.19 8.06 8.58 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.65 8.48 8.14 7.29 5.82 3.02 0
mwl
YS'
YS 0
0
2.16
2.16
11.32
5.66
20.56
20.56
28.76
14.38
32.24
32.24
34.32
17.16
35.2
35.2
35.2
17.6
35.2
35.2
35.2
17.6
35.2
35.2
35.2
17.6
35.2
35.2
34.6
17.3
33.92
33.92
32.56
16.28
29.16
29.16
23.28
11.64
12.08
12.08
0
0
3
mwl
Function
S'=
1
of area
YS'
YS
0 0.73 3.49 5.88 7.42 8.14 8.59 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.66 8.49 8.14 7.3 5.86 3.06 0
Simpson Multiplier
Moment
S YS'
Cubes of
Function
ordinates
of cubes
S(YS')Sn
Y^3
Function for
Funtion of
CG of WP moment of WPHalf Girth Product
Y^3 S
YSn
(YSn)n
g
0
0
0
0
0
0
0
0
2.92
3.35
13.4
-120.6
0.389017
1.556068
-26.28
236.52
-276.96
42.508549
6.98
17.31
34.62
85.017098
-55.84
446.72
23.52
28.48
113.92
-797.44 203.297472 813.189888
-164.64
1152.48
14.84
40.8
81.6
-489.6 408.518488 817.036976
-89.04
534.24
32.56
47.28
189.12
-945.6 539.353144 2157.41258
-162.8
814
17.18
50.85
101.7
-406.8 633.839779 1267.67956
-68.72
274.88
35.2
52.8
211.2
-633.6
681.472
2725.888
-105.6
316.8
17.6
52.8
105.6
-211.2
681.472
1362.944
-35.2
70.4
35.2
52.8
211.2
-211.2
681.472
2725.888
-35.2
35.2
17.6
52.8
105.6
0
681.472
1362.944
0
0
35.2
52.8
211.2
211.2
681.472
2725.888
35.2
35.2
17.6
52.8
105.6
211.2
681.472
1362.944
35.2
70.4
35.2
52.8
211.2
633.6
681.472
2725.888
105.6
316.8
17.32
51.89
103.78
415.12 649.461896 1298.92379
69.28
277.12
33.96
50.88
203.52
1017.6 611.960049
2447.8402
169.8
849
16.28
48.83
97.66
585.96 539.353144 1078.70629
97.68
586.08
29.2
43.71
174.84
1556.068
204.4
1430.8
11.72
34.89
69.78
558.24 201.230056 402.460112
93.76
750.08
12.24
18.12
72.48
652.32
110.16
991.44
0
0
0
0
0
0
1223.88
389.017
28.652616 114.610464
2418.02 (1)
Function of WL S YS
S(YS')S
381.14
406.14
412.32 (4)
1
4
1
381.14
1,624.6
412.32
0
0
27032.89 (5) 1416.12 (3)
gS
0 2.81 5.11 7.12 8.72 9.9 10.87 11.29 11.29 11.29 11.29 11.29 11.29 11.29 11.13 10.62 10.27 9.4 7.77 5.09 0
9188.16 (7)
0.00 11.24 10.22 28.48 17.44 39.60 21.74 45.16 22.58 45.16 22.58 45.16 22.58 45.16 22.26 42.48 20.54 37.60 15.54 20.36 0.00
(8)
535.88
177.76 (6)
S' S(YS) S'
2418.02 (1)
Mýultipler for lever n' S(YS) S' n'
HYDROSTATIC AND BONJEAN
-1
0
1
-381.14
0.00
412.32
31.18 (2)
PPNS-ITS
A4 HYDROSTATIC CALCULATION OF MAIN PART Ord
3
mwl
3.5
mult
S'=
1
S'=4
S
YS'
YS
Lver Simp
of ORD
N
0
-10
1
1
-9
4
2
-8
2
3
-7
4
4
-6
2
5
-5
4
6
-4
2
7
-3
4
8
-2
2
9
-1
4
10
0
2
11
1
4
12
2
2
13
3
4
14
4
2
15
5
4
16
6
2
17
7
4
18
8
2
19
9
4
20
10
1
0 0.73 3.49 5.88 7.42 8.14 8.59 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.66 8.49 8.14 7.3 5.86 3.06 0
Y
0.00 2.92 6.98 23.52 14.84 32.56 17.18 35.20 17.60 35.20 17.60 35.20 17.60 35.20 17.32 33.96 16.28 29.20 11.72 12.24 0.00
0 1.29 5.03 6.55 7.61 8.2 8.6 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.67 8.5 8.15 7.3 5.88 3.11 0
YS'
mwl YS
0.00
0.00
5.16
5.16
20.12
10.06
26.20
26.20
30.44
15.22
32.80
32.80
34.40
17.20
35.20
35.20
35.20
17.60
35.20
35.20
35.20
17.60
35.20
35.20
35.20
17.60
35.20
35.20
34.68
17.34
34.00
34.00
32.60
16.30
29.20
29.20
23.52
11.76
12.44
12.44
0.00
0.00
4
mwl
Function
S'=
1
of area
YS'
YS
S YS'
0 3 5.74 6.93 7.75 8.24 8.6 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.68 8.5 8.17 7.3 5.9 3.16 0
Simpson Multiplier
Cubes of
Function
Moment
ordinates
of cubes
S(YS')Sn
Y^3
Y^3 S
Function for
Funtion of
CG of WP moment of WPHalf Girth Product YSn
(YSn)n
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
12.00
8.89
35.56
-320.04
27.00
108.00
-108.00
972.00
11.48
29.35
58.70
-469.60
189.12
378.24
-91.84
734.72
27.72
39.01
156.04
-1092.28
332.81
1331.25
-194.04
1358.28
15.50
45.61
91.22
-547.32
465.48
930.97
-93.00
558.00
32.96
49.18
196.72
-983.60
559.48
2237.90
-164.80
824.00
17.20
51.59
103.18
-412.72
636.06
1272.11
-68.80
275.20
35.20
52.80
211.20
-633.60
681.47
2725.89
-105.60
316.80
17.60
52.80
105.60
-211.20
681.47
1362.94
-35.20
70.40
35.20
52.80
211.20
-211.20
681.47
2725.89
-35.20
35.20
17.60
52.80
105.60
0.00
681.47
1362.94
0.00
0.00
35.20
52.80
211.20
211.20
681.47
2725.89
35.20
35.20
17.60
52.80
105.60
211.20
681.47
1362.94
35.20
70.40
35.20
52.80
211.20
633.60
681.47
2725.89
105.60
316.80
17.36
52.02
104.04
416.16
653.97
1307.94
69.44
277.76
34.00
50.99
203.96
1019.80
614.13
2456.50
170.00
850.00
16.34
48.91
97.82
586.92
545.34
1090.68
98.04
588.24
29.20
43.80
175.20
1226.40
389.02
1556.07
204.40
1430.80
11.80
35.28
70.56
564.48
205.38
410.76
94.40
755.20
12.64
18.66
74.64
671.76
31.55
126.22
113.76
1023.84
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2529.24 (1)
Function of WL S YS
S(YS')S
412.32
421.28
431.80 (4)
1
4
1
412.32
1,685.1
431.80
28199.02 (5) 659.96 (3)
g
gS
0 5.36 7.61 8.59 9.78 10.91 11.87 12.29 12.29 12.29 12.29 12.29 12.29 12.29 12.13 11.62 11.27 10.4 8.77 6.1 0
10492.84 (7)
0.00 21.44 15.22 34.36 19.56 43.64 23.74 49.16 24.58 49.16 24.58 49.16 24.58 49.16 24.26 46.48 22.54 41.60 17.54 24.40 0.00
(8)
605.16
29.56 (6)
S' S(YS) S'
2529.24 (1)
Mýultipler for lever n' S(YS) S' n'
HYDROSTATIC AND BONJEAN
-1
0
1
-412.32
0.00
431.80
19.48 (2)
PPNS-ITS
A5 HYDROSTATIC CALCULATION OF MAIN PART Ord
4
mwl
4.7
mult
S'=
1
S'=4
S
YS'
YS
Lver Simp
of ORD
N
0
-10
1
1
-9
4
2
-8
2
3
-7
4
4
-6
2
5
-5
4
6
-4
2
7
-3
4
8
-2
2
9
-1
4
10
0
2
11
1
4
12
2
2
13
3
4
14
4
2
15
5
4
16
6
2
17
7
4
18
8
2
19
9
4
20
10
1
0 3 5.74 6.93 7.75 8.24 8.6 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.68 8.5 8.17 7.3 5.9 3.16 0
Y 0 12
11.48 27.72 15.5 32.96 17.2 35.2 17.6 35.2 17.6 35.2 17.6 35.2 17.36 34 16.34 29.2 11.8 12.64 0
0 4.51 6.1 7.12 7.83 8.29 8.61 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.69 8.54 8.19 7.32 5.92 3.21 0
mwl
YS'
YS 0
0
18.04
18.04
24.4
12.2
28.48
28.48
31.32
15.66
33.16
33.16
34.44
17.22
35.2
35.2
35.2
17.6
35.2
35.2
35.2
17.6
35.2
35.2
35.2
17.6
35.2
35.2
34.76
17.38
34.16
34.16
32.76
16.38
29.28
29.28
23.68
11.84
12.84
12.84
0
0
5.4
mwl
Function
S'=
1
of area
YS'
YS
S YS'
3.98 5.49 6.49 7.3 7.98 8.38 8.63 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.75 8.62 8.32 7.4 6 3.32 0
Simpson Multiplier
Moment
Cubes of
Function
ordinates
of cubes
S(YS')Sn
3.98
3.98
3.98
21.96
23.53
94.12
12.98
30.89
61.78
29.2
35.78
143.12
15.96
39.3
33.52
Y^3
-39.8
Function for
Y^3 S
63.044792
Funtion of
CG of WP moment of WPHalf Girth Product YSn
(YSn)n
g
63.044792
-39.8
398
-847.08 165.469149 661.876596
-197.64
1778.76
-494.24 273.359449 546.718898
-103.84
830.72
1556.068
-204.4
1430.8
78.6
-471.6 508.169592 1016.33918
-95.76
574.56
49.78
199.12
-995.6 588.480472 2353.92189
-167.6
838
17.26
51.67
103.34
-413.36 642.735647 1285.47129
-69.04
276.16
35.2
52.8
211.2
-633.6
681.472
2725.888
-105.6
316.8
17.6
52.8
105.6
-211.2
681.472
1362.944
-35.2
70.4
35.2
52.8
211.2
-211.2
681.472
2725.888
-35.2
35.2
17.6
52.8
105.6
0
681.472
1362.944
0
0
35.2
52.8
211.2
211.2
681.472
2725.888
35.2
35.2
17.6
52.8
105.6
211.2
681.472
1362.944
35.2
70.4
35.2
52.8
211.2
633.6
681.472
2725.888
105.6
316.8
17.5
52.19
104.38
417.52 669.921875 1339.84375
70
280
34.48
51.28
205.12
1025.6 640.503928 2562.01571
172.4
862
16.64
49.25
98.5
591 575.930368 1151.86074
99.84
599.04
29.6
43.98
175.92
1231.44
405.224
1620.896
207.2
1450.4
12
35.58
71.16
569.28
216
432
96
768
13.28
19.32
77.28
695.52
36.594368 146.377472
119.52
1075.68
0
0
0
0
0
0
-1001.84
389.017
2578.02 (1)
Function of WL S YS
S(YS')S
431.80
440.24
451.96 (4)
1
4
1
431.80
1,761.0
451.96
0
0
29728.82 (5) 266.84 (3)
gS
4.1 8.32 9.21 10.04 11.2 12.32 13.27 13.69 13.69 13.69 13.69 13.69 13.69 13.69 13.54 13.03 12.68 11.81 10.17 7.5 0
12006.92 (7)
4.10 33.28 18.42 40.16 22.40 49.28 26.54 54.76 27.38 54.76 27.38 54.76 27.38 54.76 27.08 52.12 25.36 47.24 20.34 30.00 0.00
(8)
697.50
-113.12 (6)
S' S(YS) S'
2644.72 (1)
Mýultipler for lever n' S(YS) S' n'
HYDROSTATIC AND BONJEAN
-1
0
1
-431.8
0.00
451.96
52.55 (2)
PPNS-ITS
BONJEN KARTIKA SANJAYA
HYDROSTATIC AND BONJEAN
PPNS-ITS
0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
HYDROSTATIC AND BONJEAN
PPNS-ITS
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
HYDROSTATIC AND BONJEAN
PPNS-ITS
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
HYDROSTATIC AND BONJEAN
PPNS-ITS
B1 1 mWl Lwl =
79.27 m
B=
17.60 m
d=
1 m
a=
4.2125 m
b=
0.5 m
t=
0.011 m
Vol = 2 x 1/3 x 1/3 x a x b x (1) .....(m3) = 1005.889 m3
Cb = Vol ex / Lwl x B x d = 0.721 IT = 2 x 1/3 x 1/3 x a x (5) = .....(m4) = 23136.948 m4
Displ = 1,025 x Vol .....(ton) = 1031.036 ton KB = 0,5 + ((2) x b / (1)) .....(m) = 0.525 m
TBM = IT / Vol ex .....(m) = 23.001 m
FB = (3) x a / (1) .....(m) = 2.505 m
F F = (6) x a / (4) .....(m) = 2.643 m
WPA = 2 x 1/3 x a x (4) .....(m2) = 1087.387 m2
(6)2 / (4) =
IL = ((7) - (6)2 / (4)) x 2/3 x a3 .....(m4) = 386490.400 m
Cw = WPA / (Lwl x B) = 0.779 MSA (Midship Section Area) =
MSA 0 ~
1
2 x1/3 x b x (9) .....(m2) = 16.923 m2
mWL =
16.923 m2
CF = MSA / (B x d) = 0.962 Vol ex =
152.452
Displacement 0 ~
HYDROSTATIC AND BONJEAN
1
mWL = 0 + Vol .....(m3) = 1005.889 m3
LBM = IL / Vol ex .....(m) = 384.228 m WSA = 2 x 1/3 x a x (8) DIFFERENCE OF WSA
= =
1160.403 m2 0 m2 -
WSA 0 ~ 1 mWL SHELL DISPL = 1,025 / 1,000 x t x ... DIFFERENT OF SHELL DISPL
= = =
1160.403 m2 13.084 TON 0 TON +
TOTAL SHELL DISPL
=
13.084 TON
PPNS - ITS
PERHITUNGAN PADA ~ 0 mWL
NO ST
YS
N
YSN
0
0.00
-10
0
1
0.00
-9
0
2
2.22
-8
-17.76
3
9.92
-7
-69.44
4
8.08
-6
-48.48
5
22.52
-5
-112.6
6
13.78
-4
-55.12
7
30.52
-3
-91.56
8
15.26
-2
-30.52
9
30.52
-1
-30.52
10
15.26
0
0
11
30.52
1
30.52
12
15.26
2
30.52
13
30.52
3
91.56
14
13.46
4
53.84
15
21.88
5
109.4
16
7.66
6
45.96
17
9.28
7
64.96
18
2.10
8
16.8
19
0.64
9
5.76
0.00
10
0
20
279.40 E1
Lwl =
69.51 m
a=
4.2125 m
B= t =
9.66 m 0.011
F F = S2 x a / S1 .....(m) = -0.10 m WPA = 2 x 1/3 x a x S1 .....(m2) = 784.648 m2 WSA = WPA =
784.648 m2
Cw = WPA / (Lwl x B) = 1.169 FB = S2 x a / S1 .....(m) = -0.10 m TPC = WPA*1.025/100 8.0426454167
-6.68 E2
DISPL = WSA*t*1.025 8.8469099583 DDT
HYDROSTATIC AND BONJEAN
= TPC*ФF/LWL -0.0116531036
PPNS - ITS
B2 2MWL Lwl =
80.13 m
B=
17.60 m
d=
2 m
a=
4.2125 m
b=
0.5 m
t=
0.011 m
Vol = 2 x 1/3 x 1/3 x a x b x (1) .....(m3) = 1102.636 m3
Cb = Vol ex / Lwl x B x d = 0.748 IT = 2 x 1/3 x 1/3 x a x (5) = .....(m4) = 22814.476 m4
Displ = 1,025 x Vol .....(ton) = 1130.202 ton KB = 1.5 + ((2) x b / (1)) .....(m) = 1.499 m
TBM = IT / Vol ex .....(m) = 10.820 m
FB = (3) x a / (1) .....(m) = 2.941 m
F F = (6) x a / (4) .....(m) = 4.063 m
WPA = 2 x 1/3 x a x (4) .....(m2) = 1070.368 m2
(6)2 / (4) =
IL = ((7) - (6)2 / (4)) x 2/3 x a3 .....(m4) = 372103.942 m
Cw = WPA / (Lwl x B) = 0.759 MSA (Midship Section Area) =
MSA 0 ~
2
2 x1/3 x b x (9) .....(m2) = 17.593 m2
mWL =
Displacemen ent 0 ~
HYDROSTATIC AND BONJEAN
LBM = IL / Vol ex .....(m) = 176.476 m WSA = 2 x 1/3 x a x (8) DIFFERENCE OF WSA
34.517 m2
CF = MSA / (B x d) = 0.981 Vol ex =
354.618
WSA 1 ~ 2 mWL SHELL DISPL = 1,025 / 1,000 x t x ... DIFFERENT OF SHELL DISPL 2
mWL = Vol1 + Vol2 .....(m3) = 2108.525 m3
TOTAL SHELL DISPL
= 1333.565 m2 = 1160.403 m2 = =
173.162 m2 1.952 TON 13.084 TON +
=
15.036 TON
=
PPNS - ITS
B3 3 MWL Lwl =
79.85 m
B=
17.60 m
d=
3 m
a=
4.2125 m
b=
0.5 m
t=
0.011 m
Vol = 2 x 1/3 x 1/3 x a x b x (1) .....(m3) = 1131.768 m3
Cb = Vol ex / Lwl x B x d = 0.769 IT = 2 x 1/3 x 1/3 x a x (5) = .....(m4) = 25305.784 m4
Displ = 1,025 x Vol .....(ton) = 1160.062 ton KB = 2.5+((2) x β/(1) = 2.506 m
. . . . . .(m)
TBM = IT / Vol ex .....(m) = 7.810 m
FB = (3) x a / (1) .....(m) = 2.467 m
F F = (6) x a / (4) .....(m) = 1.816 m
WPA = 2 x 1/3 x a x (4) .....(m2) = 1157.932 m2
(6)2 / (4) =
IL = ((7) - (6)2 / (4)) x 2/3 x a3 .....(m4) = ### m
Cw = WPA / (Lwl x B) = 0.824 MSA (Midship Section Area) = = MSA 0 ~
3
mWL =
2 x1/3 x b x (9) .....(m2) 17.600 m2 52.117 m2
C F = MSA / (B x d) = 0.987 Vol ex =
Displacemen ent 0 ~
HYDROSTATIC AND BONJEAN
76.636
3
mWL = Vol2 + Vol4 .....(m3) = 3240.292 m3
LBM = IL / Vol ex .....(m) = 140.131 m WSA = 2 x 1/3 x a x (8) DIFFERENCE OF WSA
= 1504.930 m2 = 1333.565 m2 -
WSA 2 ~ 3 mWL SHELL DISPL = 1,025 / 1,000 x t x ... DIFFERENT OF SHELL DISPL
= = =
171.365 m2 1.932 TON 15.036 TON +
TOTAL SHELL DISPL
=
16.968 TON
PPNS - ITS
B4 4 MWL Lwl =
81.1 m
B=
17.60 m
d=
4 m
a=
4.2125 m
b=
0.5 m
t=
0.011 m
Vol = 2 x 1/3 x 1/3 x a x b x (1) .....(m3) = 1183.825 m3
Cb = Vol ex / Lwl x B x d = 0.775 IT = 2 x 1/3 x 1/3 x a x (5) = .....(m4) = 26397.419 m4
Displ = 1,025 x Vol .....(ton) = 1213.420 ton KB = 3.5+((2) x β/(1)) . . . . .(m) = 3.504 m
TBM = IT / Vol ex .....(m) = 5.967 m
FB = (3) x a / (1) .....(m) = 1.099 m
F F = (6) x a / (4) .....(m) = 0.288 m
WPA = 2 x 1/3 x a x (4) .....(m2) = 1212.638 m2
(6)2 / (4) =
IL = ((7) - (6)2 / (4)) x 2/3 x a3 .....(m4) = 522802.636 m
Cw = WPA / (Lwl x B) = 0.850 MSA (Midship Section Area) =
MSA 0 ~
4
2 x1/3 x b x (9) .....(m2) = 17.600 m2
mWL =
69.717 m2
C F = MSA / (B x d) = 0.990 Vol ex = Displacement ent 0 ~
HYDROSTATIC AND BONJEAN
2.024
4
mWL = Vol4 + Vol6 .....(m3) = 4424.117 m3
LBM = IL / Vol ex .....(m) = 118.171 m WSA = 2 x 1/3 x a x (8) DIFFERENCE OF WSA
= 1699.491 m2 = 1504.930 m2 -
WSA 3 ~ 4 mWL SHELL DISPL = 1,025 / 1,000 x t x ... DIFFERENT OF SHELL DISPL
= = =
194.561 m2 2.194 TON 16.968 TON +
TOTAL SHELL DISPL
=
19.162 TON PPNS - ITS
B5 5.4 MWL Lwl =
84.25 m
B=
17.60 m
a=
4.2125 m
b=
0.7 m
d=
t = 0.011 m
Vol = 2 x 1/3 x 1/3 x a x b x (1) .....(m3) = 1733.026 m3
Cb = Vol ex / Lwl x B x d = 0.769 IT = 2 x 1/3 x 1/3 x a x (5) = .....(m4) = 27829.477 m4
Displ = 1,025 x Vol .....(ton) = 1776.352 ton KB = 4.84 +((2) x β / (1)) = 4.764 m
. . . . .(m)
TBM = IT / Vol ex .....(m) = 4.520 m
FB = (3) x a / (1) .....(m) = 0.436 m
F F = (6) x a / (4) .....(m) = -1.054 m
WPA = 2 x 1/3 x a x (4) .....(m2) = 1269.254 m2
(6)2 / (4)
MSA (Midship Section Area) = = 5.6
mWL =
2 x1/3 x b x (9) .....(m2) 24.640 m2 94.357 m2
C F = MSA / (B x d) = 0.993 Vol ex =
28.313
IL = ((7) - (6)2 / (4)) x 2/3 x a3 .....(m4) = 596945.683 m
Cw = WPA / (Lwl x B) = 0.856
MSA 0 ~
5.4 m
Displacementt 0 ~
HYDROSTATIC AND BONJEAN
LBM = IL / Vol ex .....(m) = 96.952 m WSA = 2 x 1/3 x a x (8) DIFFERENCE OF WSA WSA 4 ~ 5.4 mWL SHELL DISPL = 1,025 / 1,000 x t x ... DIFFERENT OF SHELL DISPL
5.4
mWL = Vol4 + Vol6 .....(m3) = 6157.144 m3
TOTAL SHELL DISPL
= =
1958.813 m2 1699.491 m2 -
= = =
259.322 m2 2.924 TON 19.162 TON +
=
22.086 TON
PPNS - ITS
TON +
HYDROSTATIC AND BONJEAN
PPNS - ITS
C SECTIONAL AREA AND V.C.B. AT STATION AP
h =
Y2
h
HALF SIMSON'S PRODUCT BREADTH MULTIPLIER 3.98 1 3.98 3.78 4 15.12 0.00 1 0.00 Z1 = 19.10
Y1
0.440 m
AREA = 2 x 1/3 x h/2 x Z1 .....(m2) = 2.801 m2 V.C.B. BELOW 5.5 WL = 2/5 x h .....(m) = 0.176 m
SECTIONAL AREA AND V.C.B. AT STATION FC
h =
Y2
h
HALF SIMSON'S PRODUCT BREADTH MULTIPLIER 2.44 1 2.44 2.17 4 8.68 0.00 1 0.00 Z2 = 11.12
Y1
0.150 m
AREA = 2 x 1/3 x h/2 x Z2 .....(m2) = 0.556 m2 V.C.B. BELOW 5.5 WL = 2/5 x h .....(m) = 0.06 m
HYDROSTATIC AND BONJEAN
PPNS - ITS
SECTIONAL AREA AND V.C.B. AT STATION AFTER END BETWEEN DRAUGHT ~ UPPER DECK Y2
h = H-T (m) = 1.500 m AREA = 2 x 1/3 x h/2 x Z3 .....(m2) = 4.700
h
HALF SIMSON'S PRODUCT BREADTH MULTIPLIER 2.20 1 2.20 1.80 4 7.20 0.00 1 0.00 Z1 = 9.40
Y1
Y0 B
TOTAL AREA = AREA A + AREA B = 4.700 m2 V.C.B. BELOW UPPER DECK
= =
HYDROSTATIC AND BONJEAN
2/5 x h .....(m) 0.6 m
PPNS - ITS
HYDROSTATIC AND BONJEAN
PPNS - ITS
HYDROSTATIC AND BONJEAN
PPNS - ITS
D DISPLACEMENT LCB SECTIONAL SIMP'S PRODUCT LEVER FUNCTION AREA MULTP FROM OF OF AP LONGITUORDINATES DINAL AP 2.801 1 2.801 0 0.000 FC 0.556 4 2.224 -1 -2.224 After End 0.000 1 0.000 -2 0.000 z1 = 5.025 z2 = -2.224
VCB VCB FUNCTION BELOW OF WL VERTICAL MOMENT 0.176 0.493 0.06 0.133 0 0.000 z3 = 0.626
NUMBER
1/3 x k/2 x 1,025 = DISPL.c =
0.287 5.025 x 1.442 Ton
z2/z1 =
-0.443
k/2 = x
0.840 -0.443 -0.372
VOL. c = DISPL. c / 1,025 = 1.407 m3
1/3 x k/2 x 2 = W.P.A c =
0.560 13.740 x 7.694 m2
KBc = =
-42.125 -0.372 + -42.497
F Bc =
-42.497 m
F Fc WATER PLANE AREA HALF SIMP'S PRODUCT LEVER Mci = BREADTH MULTP (Nci = FROM Nci x Lci OF OF WL (S) bi x S) AP ORDINATES (bi) (Lci) AP 3.980 1 3.980 0 0.000 FC 2.440 4 9.760 -1 -9.760 After End 0.000 1 0.000 -2 0.000 z1 = 13.740 z2 = -9.760 z2/z1 =
ILc Oci = Mci x Lci
0.840 -0.710 -0.597 -42.125 -0.597 + -42.722
F Fc =
-42.722 m
ITc SIMP'S MULTP (S)
0 63.045 9.76 14.527 0 0.000 9.760 =z3
-0.710
Lpp/2 =
5.4 - Z3/Z1 5.275 m
bi3
= k/2 = x =
Lpp = Length between Perpendiculars = 84.25 m
V.C.B.BELOW 5.4WL
Lpp/2 =
NUMBER
k = Length of Cant Part = 1.68 m
1 4 1 z4 =
63.045 58.107 0.000 121.152
(Z2)(Z2)/z1 2 x 1/3 x 1/3 x k/2 6.933 = 0.187
z3 - {(z2)2/z1} = 2.827 2 x 1/3 x (k/2)3 ITc = = 0.395 2.827 x 1.117 ILc =
bi3 x S
1.117 m4
121.152 x 22.615 22.615 m4
E NUMBER OF ORDINATES AP
FC After End
TO 5.6 WL SIMP'S MULTP (S)
HALF GIRTH (g)
PRODUCT (g x S)
4.10
1
4.100
2.55 0.000
4 1 z=
10.182 0.000 14.282
2 x 1/3 x k/2 = WETTED SURFACE AREA = 1,025/1,000 x t = SHELL DISPLACEMENT =
0.560 14.282 x 7.998 m2
k = Length of Cant Part = 1.68 m
t = Plate thicness of Cant Part = 1,25 x t = 12.5 mm 0.01 m
0.01025 0.082 TON
TOTAL VALUE FOR MAIN PART AND CANT PART A. WETTED SURFACE AREA AND SHELL DISPLACEMENT WETTED SURFACE AREA SHELL DISPLACEMENT MAIN PART CANT PART TOTAL MAIN PART CANT PART TOTAL (TON) (m2) TO 5.6 WL 1958.813 7.998 1966.810 22.086 0.082 22.168
B. CENTRE OF FLOTATION AND WATER PLANE AREA AT 5.4 WL
FF MAIN PART CANT PART
-1.054 -42.722 Z1 =
WATER PLANE AREA PRODUCT 1269.254 -1338.221 7.694 -328.718 1276.949 Z2 = -1666.939
WATER PLANE AREA ( INCLUDING CANT PART ) = Z1 = CENTRE OF FLOTATION ( INCLUDING CANT PART ) = Z2/Z1 =
HYDROSTATIC AND BONJEAN
1276.949 m2 -1.305 m
PPNS - ITS
F C. LONGITUDINAL METACENTRE ABOVE CENTRE OF BUOYANCY LONGITUDINAL MOMENT OF INERTIA = IL = ILP (1) + ILC (2) + AWP ( F F - F FP)2 (3) + AWC ( F FC - F F)2 (4) L.B.M. = IL / VOL
LONGITUDINAL MOMENT OF INERTIA OF MAIN PART = ILP LONGITUDINAL MOMENT OF INERTIA OF CANT PART = ILC CORRECTED F F F FP (F F - F FP)
(F F - F FP)2 WATER PLANE AREA OF MAIN PART (AWP) AWP (F F - F FP)2 F FC CORRECTED F F (F FC - F F) (F FC - F F)2 WATER PLANE AREA OF CANT PART (AWC) AWC (F FC - F F)2 CORRECTED LONGITUDINAL MOMENT OF INERTIA = IL = (1) + (2) + (3) + (4) = L.B.M. = IL / VOL = IL / (VOL. P + VOL. C) .....(m) =
(1) (2)
596945.683 1.117
(3)
80.010
(4)
13198.263
-1.305 -1.054 -0.251 0.063 1269.254 -42.722 -1.305 -41.416 1715.308 7.694
610225.074 m4 99.086 m
D. LONGITUDINAL METACENTRE ABOVE CENTRE OF BUOYANCY TRANSVERSE MOMENT OF INERTIA
= IT = ITP + ITC
T. B.M. = IT / VOL TRANSVERSE MOMENT OF INERTIA OF MAIN PART TRANSVERSE MOMENT OF INERTIA OF CANT PART CORRECTED TRANSVERSE MOMENT OF INERTIA T B.M. = IT / VOL = IT / (VOL. P + VOL. C) .....(m) =
HYDROSTATIC AND BONJEAN
= ITP = ITC = IT
27829.477 22.615 27852.092 m4
4.523 m
PPNS - ITS
m4
HYDROSTATIC AND BONJEAN
PPNS - ITS
G E. MOULDED DISPLACEMENT AND CENTRE OF BUOYANCY MOULDED DISPLACEMENT (TON) 0 WL 1 WL
0 WL 1 WL 1 WL 2 WL TOTAL
0 WL 2 WL 2 WL 3 WL TOTAL
0 WL 3 WL 3 WL 4 WL TOTAL
0 WL 4 WL 4 WL 5.6 WL CANT PART TOTAL
(1)
(1) (4)
(4) (7)
(7) (10)
(7)
(10)
VERTICAL MOMENT
0 1031.036 (a)
K.B (m) TO 0.525 (2)
a. K.B = 2 / 1
=
0.525 m
b. F B = 3 / 1
=
2.505 m
0 1031.036 (a) 1130.202 2161.238
TO 0.525 (2) 1.499 (5)
c. K.B = 5 / 4
=
1.034 m
d. F B = 6 / 4
=
2.733 m
0 2161.238 (c) 1160.062 3321.300
TO 1.034 (5) 2.506 (8)
e. K.B = 8 / 7
=
1.548 m
f. F B = 9 / 7
=
2.640 m
0 3321.300 (e) 1213.420 4534.720 =
2.072 m
F B = 12 / 10
=
2.228 m
0 4534.720 (e) 1776.352 1.442 6312.514
1 WL 541.377 (b)
2.505 (3)
2583.212
2 WL 541.377 (b) 1693.849 2235.226
2.505 (3) 2.941 (6)
2583.212 3323.536 5906.747
3 WL 2235.226 (d) 2907.634 5142.860
2.733 (6) 2.467 (9)
5906.747 2861.945 8768.692
TO 4 WL 1.548 (8) 5142.860 (f) 3.504 4251.644 (11) 9394.505
K.B = 11 / 10
TO 5.4 WL 2.072 (8) 9394.505 (f) 4.764 8463.018 5.275 7.608 (11) 17865.131
K.B = 11 / 10
=
2.83 m
F B = 12 / 10
=
1.71 m
HORISONTAL FB MOMENT (m)
2.640 (9) 8768.692 1.099 1333.763 (12) 10102.455
2.228 (9) 10102.455 0.436 774.522 -42.497 -61.292 (12) 10815.685
RESULT OF HIDROSTATIC CALCULATION (H) Water Lines
0 1 2 3 4 5.4 Water Lines
0 1 2 3 4 5.4 Water Lines
0 1 2 3 4 5.4 Water Lines
WATER PLANE MIDSHIP SECTION MULTIPLIER = 2/3 x a = 2.808 Function of Water plane Water Plane TPC = Midship Section Midship Water Lines Water Lines Area Coefficien Area Coefficient WPA.1.025/100 (W.P.A) (M.S.A) CF = AF/Bxd Cw = WPA/LwlxB 279.40 784.648 1.169 8.043 0.000 0.000 0 387.20 1087.387 0.779 11.146 16.923 0.962 1 381.14 1070.368 0.759 10.971 34.517 0.981 2 412.32 1157.932 0.824 11.869 52.117 0.987 3 431.80 1212.638 0.850 12.430 69.717 0.990 4 94.357 0.993 451.96 1276.949 0.861 13.089 5.6 KB (m)
TBM (m) 0.000 0.53 1.03 1.55 2.07 2.83
0.000 23.001 10.820 7.810 5.967 4.523
Displacement Block Coeff. Moulded Cb = (TON) Displ/1,025xLwlxBxd 0.000 0.000 1031.036 0.721 2235.226 0.748 3321.300 0.769 4534.720 0.775 6312.514 0.769
TKM ( KB + TBM ) (m) 0.000 23.527 11.854 9.358 8.038 7.353 Cp = Cb / CF
Moment to Change Trim One Centimeter MTC = LBMxDispl / Lwlx100
FF (m)
FB (m) -0.10 2.505 2.733 2.640 2.228 1.713 WSA (m2)
0.000 784.64833333 0.750 1160.403 0.762 1333.565 0.779 1504.930 0.782 1699.491 0.775 1966.810
LBM (m) -0.10 2.64 4.063 1.816 0.288 -1.054
0.000 384.228 176.476 140.131 118.171 99.086
LKM Water Lines (LBM + KB) (m) 0.000 0 384.753 1 177.510 2 141.680 3 120.243 4 101.916 5.4
Shell Displacement Water Lines Displacement (TON) (TON) 8.8469099583 8.847 0 13.084 1044.120 1 15.036 2250.262 2 16.968 3338.268 3 19.162 4553.882 4 22.168 6334.682 5.4
Displacement Due to Trim One Centimeter DDT = FF x TPC/Lwl
5 /
50 /
Water Lines 1 x
0 1 2
HYDROSTATIC AND BONJEAN
0.000 49.975 49.228
-0.0116531036 0.372 0.556
0 1 2
PPNS - ITS
I BONJEAN CALCULATION 0 mWL~ 1 mWL Number g = 2/3xb= 0.333 of Function Area Ordinates
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
(Fxg) of Area (F) 0.000 0.000 1.110 0.370 10.880 3.627 20.430 6.810 30.170 10.057 40.920 13.640 48.000 16.000 50.770 16.923 50.770 16.923 50.770 16.923 50.770 16.923 50.770 16.923 50.770 16.923 50.770 16.923 49.050 16.350 45.690 15.230 41.570 13.857 35.860 11.953 25.620 8.540 11.380 3.793 0.000 0.000 b = 0.5
1 mWL~2 mWL g = 2/3xb= 0.333 Function Area (Fxg) of Area (F) 0.000 0.000 2.410 0.803 14.110 4.703 23.030 7.677 36.550 12.183 45.390 15.130 50.530 16.843 52.780 17.593 52.780 17.593 52.780 17.593 52.780 17.593 52.780 17.593 52.780 17.593 52.780 17.593 51.750 17.250 50.530 16.843 48.350 16.117 43.070 14.357 33.560 11.187 16.800 5.600 0.000 0.000 b = 0.5
Total Area 0~2mWL 0.000 1.173 8.330 14.487 22.240 28.770 32.843 34.517 34.517 34.517 34.517 34.517 34.517 34.517 33.600 32.073 29.973 26.310 19.727 9.393 0.000
2 mWL~3 mWL 3 mWL~4 mWL 4 mWL~5.4 g = 2/3xb= g = 2/3xb= 0.333 g = 2/3xb= 0.333 Function Area Total Area Function Area Function Total Area (Fxg) (Fxg) 0~4,3mWL of Area of Area 0~3mWL of Area (F) (F) (F) 0.000 0.000 0.000 0.000 0.000 0.000 3.980 3.350 1.117 2.290 8.890 2.963 5.253 23.530 17.310 5.770 14.100 29.350 9.783 23.883 30.890 28.480 9.493 23.980 39.010 13.003 36.983 35.780 40.800 13.600 35.840 45.610 15.203 51.043 39.300 47.280 15.760 44.530 49.180 16.393 60.923 49.780 50.850 16.950 49.793 51.590 17.197 66.990 51.670 52.800 17.600 52.117 52.800 17.600 69.717 52.800 52.800 17.600 52.117 52.800 17.600 69.717 52.800 52.800 17.600 52.117 52.800 17.600 69.717 52.800 52.800 17.600 52.117 52.800 17.600 69.717 52.800 52.800 17.600 52.117 52.800 17.600 69.717 52.800 52.800 17.600 52.117 52.800 17.600 69.717 52.800 52.800 17.600 52.117 52.800 17.600 69.717 52.800 51.890 17.297 50.897 52.020 17.340 68.237 52.190 50.880 16.960 49.033 50.990 16.997 66.030 51.280 48.830 16.277 46.250 48.910 16.303 62.553 49.250 43.710 14.570 40.880 43.800 14.600 55.480 43.980 34.890 11.630 31.357 35.280 11.760 43.117 35.580 18.120 6.040 15.433 18.660 6.220 21.653 19.320 0.000 0.000 0.000 0.000 0.000 0.000 0.000 b = 0.5 b = 0.5 b=
Number 1 mWL HYDROSTATIC AND BONJEAN
PPNS - ITS
of Ordinates
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
17 18 19 20
0.33333333 Area Total Area (Fxg) 0~2mWL 0 0 1.32 3.03 5.86666667 9.23666667 11.0166667 11.67 11.9066667 11.9066667 11.9066667 11.9066667 11.7833333 11.56 10.6033333 8.81 6.43666667 4.42 2.41333333 0.97 0 0.5
0 0.663333333 3.273333333 6.863333333 13.32666667 20.4 23.83 24.90333333 25.18333333 25.18333333 25.18333333 25.18333333 25.03333333 24.53333333 22.40333333 18.68333333 13.58333333 9.196666667 5.013333333 2.11 0
HYDROSTATIC AND BONJEAN
Total Area 0~3mWL 0 1.83333333 5.55 11.21 21.7866667 32.2233333 37.0466667 38.2866667 38.5833333 38.5833333 38.5833333 38.5833333 38.4133333 37.5533333 34.3233333 28.76 20.9233333 14.0966667 7.69666667 3.29 0
Total Area 0~4,3mWL 0 3.203333333 8.256666667 16.6 31.62333333 44.96333333 50.42 51.68666667 51.98333333 51.98333333 51.98333333 51.98333333 51.79333333 50.61666667 46.35666667 38.95333333 28.38333333 19.13 10.47333333 4.526666667 0
Total Area 0~5.4mWL
TOTAL AREA 0 ~ Upper Deck
2.896 8.7926666667 17.446 29.128 48.7646666667 66.35 71.86 73.1266666667 73.4233333333 73.4233333333 73.4233333333 73.4233333333 73.2066666667 71.7313333333 65.9353333333 55.38 40.5806666667 27.3646666667 15.156 6.564 0
2.896 8.793 20.649 37.385 65.365 97.973 116.823 123.547 125.110 125.407 125.407 125.407 125.190 123.525 116.552 101.737 79.534 55.748 34.286 17.037 4.527
PPNS - ITS
1000/skala panjang 6.51 4 mWL~5.4 mWL 0.467 Area Total Area (Fxg) 0~5.6mWL
skala luas 1000/skala tinggi 0.5 40
LPP/20 1.857 10.981 14.415 16.697 18.340 23.231 24.113 24.640 24.640 24.640 24.640 24.640 24.640 24.640 24.355 23.931 22.983 20.524 16.604 9.016 0.000
1.857 16.234 38.299 53.681 69.383 84.154 91.103 94.357 94.357 94.357 94.357 94.357 94.357 94.357 92.592 89.961 85.537 76.004 59.721 30.669 0.000
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
0 32.55 65.1 97.65 130.2 162.75 195.3 227.85 260.4 292.95 325.5 358.05 390.6 423.15 455.7 488.25 520.8 553.35 585.9 618.45 651
0 0 0.000 32.550 65.100 97.650 130.200 162.750 195.300 227.850 260.400 292.950 325.500 358.050 390.600 423.150 455.700 488.250 520.800 553.350 585.900 618.450 651.000
1 40 0.000 32.735 66.913 101.055 135.228 169.570 203.300 236.312 268.862 301.412 333.962 366.512 399.062 431.612 463.875 495.865 527.728 559.327 590.170 620.347 651.000
pembagian sarat 2 3 4 80 120 160 0.000 0.000 0.000 33.137 33.695 35.177 69.265 72.150 77.042 104.893 109.640 116.142 141.320 148.120 155.722 177.135 185.015 193.212 211.722 220.197 228.795 245.108 253.908 262.708 277.658 286.458 295.258 310.208 319.008 327.808 342.758 351.558 360.358 375.308 384.108 392.908 407.858 416.658 425.458 440.408 449.208 458.008 472.500 481.148 489.818 504.287 512.767 521.265 535.787 543.925 552.077 566.505 573.790 581.090 595.763 601.578 607.458 623.147 626.167 629.277 651.000 651.000 651.000
6.5 260 0.929 40.667 84.249 124.490 164.892 204.827 240.851 275.028 307.578 340.128 372.678 405.228 437.778 470.328 501.996 533.230 563.568 591.352 615.760 633.785 651.000
8.25 330 2.388 51.667 97.794 139.8317 181.619 222.6837 259.4193 294.0767 326.9383 359.4883 392.0383 424.5883 457.1383 489.6883 521.224 552.2163 581.8577 607.7933 629.338 641.9833 652.3603
setiap baris, di copy di auto cad, ketik SPLI 0,0 0,40 0,80 32.55,0 32.735,40 33.136666 65.1,0 66.913333 69.265,80 97.65,0 101.055,40104.89333 130.2,0 135.22833 141.32,80 162.75,0 169.57,40 177.135,80 195.3,0 203.3,40 211.72166 227.85,0 236.31166 245.10833 260.4,0 268.86166 277.65833 292.95,0 301.41166 310.20833 325.5,0 333.96166 342.75833 358.05,0 366.51166 375.30833 390.6,0 399.06166 407.85833 423.15,0 431.61166 440.40833 455.7,0 463.875,40472.5,80 488.25,0 495.865,40504.28666 520.8,0 527.72833 535.78666 553.35,0 559.32666 566.505,80 585.9,0 590.17,40 595.76333 618.45,0 620.34666 623.14666 651,0 651,40 651,80
0.7
HYDROSTATIC AND BONJEAN
PPNS - ITS
copy di auto cad, ketik SPLINE lalu Ctrl-V (paste) 0,120 0,160 0.9286666 2.388,330 33.695,12035.176666 40.667,26051.667,330 72.15,120 77.041666 84.249333 97.794,330 109.64,120116.14166 124.49033 139.831666666667,330 148.12,120155.72166 164.89166 181.619,330 185.015,12193.21166 204.827,26222.683666666667,330 220.19666 228.795,16240.85133 259.419333333333,330 253.90833 262.70833 275.02833 294.076666666667,330 286.45833 295.25833 307.57833 326.938333333333,330 319.00833 327.80833 340.12833 359.488333333333,330 351.55833 360.35833 372.67833 392.038333333333,330 384.10833 392.90833 405.22833 424.588333333333,330 416.65833 425.45833 437.77833 457.138333333333,330 449.20833 458.00833 470.32833 489.688333333333,330 481.14833 489.81833 501.996,26521.224,330 512.76666 521.265,16533.23033 552.216333333333,330 543.925,12552.07666 563.56833 581.857666666667,330 573.79,120581.09,160591.352,26607.793333333333,330 601.57833 607.45833 615.76033 629.338,330 626.16666 629.27666 633.78466 641.983333333333,330 651,120 651,160 651,260 652.360333333333,330
HYDROSTATIC AND BONJEAN
PPNS - ITS
J BONJEAN CALCULATION Number of S =1 Ordinates Y1=Y1xS 0 3.98 1 5.49 2 6.49 3 7.3 4 7.98 5 8.38 6 8.63 7 8.8 8 8.8 9 8.8 10 8.8 11 8.8 12 8.8 13 8.8 14 8.75 15 8.62 16 8.32 17 7.4 18 6 19 3.32 20 0
HYDROSTATIC AND BONJEAN
5.4 mWL ~ UPPER DECK S= 4 S=1 Y2 Y2xS Y3=Y3xS 0.000 0 0 19.000 5.51 4.75 23.960 6.49 5.99 27.360 7.18 6.84 29.960 7.68 7.49 32.200 8.12 8.05 33.600 8.41 8.4 34.520 8.63 8.63 35.200 8.8 8.8 35.200 8.8 8.8 35.200 8.8 8.8 35.200 8.8 8.8 35.200 8.8 8.8 35.200 8.8 8.8 34.960 8.74 8.73 34.520 8.63 8.64 33.240 8.31 8.32 29.880 7.47 7.56 24.600 6.15 6.43 14.880 3.72 4.16 2.440 0.61 1.27
H= SYxS 3.980 30.000 36.940 41.840 45.620 48.700 50.640 51.950 52.800 52.800 52.800 52.800 52.800 52.800 52.440 51.780 49.880 44.840 37.030 22.360 3.710
h (H - 5.4m) 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200
7.6 2/3 x h/2 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733
m AREA (2/3xh/2xSYS) 2.919 22.000 27.089 30.683 33.455 35.713 37.136 38.097 38.720 38.720 38.720 38.720 38.720 38.720 38.456 37.972 36.579 32.883 27.155 16.397 2.721
AREA 0 ~ 5.4 mWL 1.857 16.234 38.299 53.681 69.383 84.154 91.103 94.357 94.357 94.357 94.357 94.357 94.357 94.357 92.592 89.961 85.537 76.004 59.721 30.669 0.000
PPNS - ITS
SCALE OF AREA 1cm Number of Ordinates 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
HYDROSTATIC AND BONJEAN
AREA 0 ~ 1 mWL 0.0 0.0 0.1 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.3 0.2 0.0
AREA 0 ~ 2 mWL 0.0 0.0 0.3 0.6 0.9 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.2 1.1 0.8 0.4 0.0
25 AREA 0 ~ 3 mWL 0.0 0.1 0.6 1.0 1.4 1.8 2.0 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.0 2.0 1.9 1.6 1.3 0.6 0.0
5m2 AREA 0 ~ 4 mWL
AREA 0 ~ 5.4 mWL 0.0 0.2 1.0 1.5 2.0 2.4 2.7 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.7 2.6 2.5 2.2 1.7 0.9 0.0
AREA 0 mWL ~ Upper Deck
0.07 0.65 1.53 2.15 2.78 3.37 3.64 3.77 3.77 3.77 3.77 3.77 3.77 3.77 3.70 3.60 3.42 3.04 2.39 1.23 0.00
0.2 1.5 2.6 3.4 4.1 4.8 5.1 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.2 5.1 4.9 4.4 3.5 1.9 0.1
PPNS - ITS
TOTAL AREA 0 ~ Upper Deck 4.776 38.234 65.388 84.363 102.838 119.867 128.239 132.453 133.077 133.077 133.077 133.077 133.077 133.077 131.048 127.933 122.115 108.887 86.876 47.067 2.721
HYDROSTATIC AND BONJEAN
PPNS - ITS
0 mWL ~ Upper Deck
HYDROSTATIC AND BONJEAN
PPNS - ITS
PERHITUNGAN TEBAL PELAT 1. TEBAL PELAT DASAR ( BOTTOM PLATE ) tb1 1,9 x nf x a Ö(Pb/dpl) + tk 9.7 mm tb2 1.21*Ö(Pb*K)+tk 11.99 mm dari tb1 dan tb2 tebal yang digunakan t =
dimana
12.00 mm
2. TEBAL PELAT LUNAS ( KEEL PLATE ) t tb + 2 11.70 mm 3. TEBAL PELATSISI ( SHELL PLATE ) ts1 = 18.3*nf*a*Ö(Ps/dPl)+tk = mm ts2 = 1.21*a*Ö(Ps*K)+tk 7.3 mm tebal yang digunakan = dimana Ps 10*(T-z)+Po*Cf*(1+z/T) 70.5 KN / m^2 dPl = 140,855 4. TEBAL SHEERSTRAKE t 0.5*(tD + ts) dimana 8.4 mm tebal yang digunakan 8.00 mm 3. TEBAL PELAT BILGA ( BILGE PLATE ) tebal pelat bilga = tebal pelat dasar = Teba
8.00
HYDROSTATIC AND BONJEAN
8.00 mm
f= 1.0 Cl = 0.9 co = 10.75 - [300-L\100]^1.5 = 7 Cb = 1 Po = 2.1 x (Cb+0.7) x Co x Cl x f = 19.20 [KN/m^2] Pb = 10*T +P0*cf 75.20 KN / m^2 nf = 0.83 for longitudinal frame ao = L / 500 +0.48 0.64 dipakai 0. 65 m tk = 1.5 mm dpl = dperm - 0.98*dLb = 135.385 dimana : dLb = 120 / K = 131.87 dperm = 230 / K = 252.75 L=96% -- 97% X LPP =
tD
78.62
(4.5+0.05*L)*ÖK 8.80 mm
10.0 mm
tb+tk+ts+tss+tbg/5 = 9.60 mm tebal yang digunakan =
10 mm
PPNS - ITS
8
6.43 m/s
skala 1-:125
694.4 x y
8 20
703.52
A1
tr
HYDROSTATIC CALCULATION OF MAIN PART Ord
Lver Simp
of number
0
mwl
0.5
mult
S'=
1
S'=4
S
YS'
YS
n
0
-10
1
1
-9
4
2
-8
2
3
-7
4
4
-6
2
5
-5
4
6
-4
2
7
-3
4
8
-2
2
9
-1
4
10
0
2
11
1
4
12
2
2
13
3
4
14
4
2
15
5
4
16
6
2
17
7
4
18
8
2
19
9
4
20
10
1
0 0 1.11 2.48 4.04 5.63 6.89 7.63 7.63 7.63 7.63 7.63 7.63 7.63 6.73 5.47 3.83 2.32 1.05 0.16 0
0.00 0.00 2.22 9.92 8.08 22.52 13.78 30.52 15.26 30.52 15.26 30.52 15.26 30.52 13.46 21.88 7.66 9.28 2.10 0.64 0.00
Y
0 0.19 1.88 3.5 5.06 6.95 8.16 8.59 8.59 8.59 8.59 8.59 8.59 8.59 8.44 7.98 7.46 6.62 4.86 2.24 0
YS'
mwl
YS
0.00
0.00
0.76
0.76
7.52
3.76
14.00
14.00
20.24
10.12
27.80
27.80
32.64
16.32
34.36
34.36
34.36
17.18
34.36
34.36
34.36
17.18
34.36
34.36
34.36
17.18
34.36
34.36
33.76
16.88
31.92
31.92
29.84
14.92
26.48
26.48
19.44
9.72
8.96
8.96
0.00
0.00
1
mwl
Function
S'=
1
of area
YS'
YS
S YS'
0 0.35 2.25 3.95 5.89 7.49 8.47 8.78 8.78 8.78 8.78 8.78 8.78 8.78 8.56 8.3 7.9 7.06 5.13 2.26 0
0.00
0.00
Simpson Multiplier
Cubes of
Function
Moment
ordinates
of cubes
S(YS')Sn
Y^3
Y^3 S
0.00
0.00
370.62
Funtion of Half Girth
CG of WP moment of WP Girth YSn
0.00
0.00
(YSn)n 0.00
1.11
4.44
-39.96
0.04
0.17
-12.60
113.40
4.50
10.88
21.76
-174.08
11.39
22.78
-36.00
288.00
15.80
20.43
81.72
-572.04
61.63
246.52
-110.60
774.20
11.78
30.17
60.34
-362.04
204.34
408.67
-70.68
424.08
29.96
40.92
163.68
-818.40
420.19
1680.76
-149.80
749.00
16.94
48.00
96.00
-384.00
607.65
1215.29
-67.76
271.04
35.12
50.77
203.08
-609.24
676.84
2707.34
-105.36
316.08
17.56
50.77
101.54
-203.08
676.84
1353.67
-35.12
70.24
35.12
50.77
203.08
-203.08
676.84
2707.34
-35.12
35.12
17.56
50.77
101.54
0.00
676.84
1353.67
0.00
0.00
35.12
50.77
203.08
203.08
676.84
2707.34
35.12
35.12
17.56
50.77
101.54
203.08
676.84
1353.67
35.12
70.24
35.12
50.77
203.08
609.24
676.84
2707.34
105.36
316.08
17.12
49.05
98.10
392.40
627.22
1254.44
68.48
273.92
33.20
45.69
182.76
913.80
571.79
2287.15
166.00
830.00
15.80
41.57
83.14
498.84
493.04
986.08
94.80
568.80
28.24
35.86
143.44
1004.08
351.90
1407.58
197.68
1383.76
10.26
25.62
51.24
409.92
135.01
270.01
82.08
656.64
9.04
11.38
45.52
409.68
11.54
46.17
81.36
732.24
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2149.08 (1) 279.40
0.00
Function for
1.40
Function of WL S YS
S(YS')S
387.20 (4)
1
4
1
279.40
1482.5
387.20
24716.03 (5) 1278.20 (3)
7907.96 (7)
Product
g
gS
0 0.76 2.62 4.3 6.15 7.79 8.86 9.29 9.29 9.29 9.29 9.29 9.29 9.29 9.13 8.6 8.24 7.38 5.69 3.03 0 (8)
0.00
0
3.04
1
5.24
2
17.20
3
12.30
4
31.16
5
17.72
6
37.16
7
18.58
8
37.16
9
18.58
10
37.16
11
18.58
12
37.16
13
18.26
14
34.40
15
16.48
16
29.52
17
11.38
18
12.12
19
0.00
20
413.20
242.96 (6)
S' S(YS) S'
2149.08 (1)
Mýultipler for lever n' S(YS) S' n'
HYDROSTATIC AND BONJEAN
-1
0
1
-279.40
0.00
387.20
107.80
(2)
PPNS-ITS
A2 HYDROSTATIC CALCULATION OF MAIN PART Ord
1
mwl
1.5
mult
S'=
1
S'=4
S
YS'
YS
Lver Simp
of ORD
N
0
-10
1
1
-9
4
2
-8
2
3
-7
4
4
-6
2
5
-5
4
6
-4
2
7
-3
4
8
-2
2
9
-1
4
10
0
2
11
1
4
12
2
2
0 0.35 2.25 3.95 5.89 7.49 8.47 8.78 8.78 8.78 8.78 8.78 8.78
13
3
4
8.78
14
4
2
15
5
4
16
6
2
17
7
4
18
8
2
19
9
4
20
10
1
8.56 8.3 7.9 7.06 5.13 2.26 0
Y
YS'
mwl YS
2
mwl
Function
S'=
1
of area
YS'
YS
S YS'
17.56
0 0.4 2.34 4.26 6.51 7.75 8.53 8.8 8.8 8.8 8.8 8.8 8.8
35.12
8.8
35.20
35.20
8.8
17.12
8.64 8.44 8.08 7.19 5.67 2.89 0
34.56
17.28
33.76
33.76
32.32
16.16
28.76
28.76
22.68
11.34
11.56
11.56
0.00
0.00
8.63 8.47 8.13 7.25 5.75 2.98 0
0.00 1.40 4.50 15.80 11.78 29.96 16.94 35.12 17.56 35.12 17.56 35.12
33.20 15.80 28.24 10.26 9.04 0.00
S(YS')S
Cubes of
Function
Moment
ordinates
of cubes
S(YS')Sn
Y^3
Y^3 S
0.00
0.00
1.60
1.60
9.36
4.68
17.04
17.04
26.04
13.02
31.00
31.00
34.12
17.06
35.20
35.20
35.20
17.60
35.20
35.20
35.20
17.60
35.20
35.20
35.20
17.60
0 0.46 2.5 2.04 4.62 6.9 7.94 8.8 8.8 8.8 8.8 8.8 8.8
35.20
52.78
211.12
633.36
681.47
2725.89
17.26
51.75
103.50
414.00
642.74
1285.47
33.88
50.53
202.12
1010.60
607.65
16.26
48.35
96.70
580.20
29.00
43.07
172.28
11.50
33.56
11.92 0.00
Function for
Funtion of
CG of WP moment of WPHalf Girth Product YSn
(YSn)n
g
gS
9.24
36.55
73.10
-438.60
98.61
197.22
-55.44
332.64
27.60
45.39
181.56
-907.80
328.51
1314.04
-138.00
690.00
15.88
50.53
101.06
-404.24
500.57
1001.13
-63.52
254.08
35.20
52.78
211.12
-633.36
681.47
2725.89
-105.60
316.80
17.60
52.78
105.56
-211.12
681.47
1362.94
-35.20
70.40
35.20
52.78
211.12
-211.12
681.47
2725.89
-35.20
35.20
17.60
52.78
105.56
0.00
681.47
1362.94
0.00
0.00
35.20
52.78
211.12
211.12
681.47
2725.89
35.20
35.20
17.60
52.78
105.56
211.12
681.47
1362.94
35.20
70.40
0 1.77 3.67 5.5 7.59 8.88 10.29 10.29 10.29 10.29 10.29 10.29 10.29
105.60
316.80
10.29
41.16
69.04
276.16
20.26
2430.58
169.40
847.00
537.37
1074.74
97.56
585.36
1205.96
381.08
1524.31
203.00
1421.00
67.12
536.96
190.11
380.22
92.00
736.00
16.80
67.20
604.80
26.46
105.85
107.28
965.52
0.00
0.00
0.00
0.00
0.00
0.00
0.00
10.13 9.62 9.27 8.4 6.77 4.09 0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.84
2.41
9.64
-86.76
0.10
0.39
-16.56
149.04
5.00
14.11
28.22
-225.76
15.63
31.25
-40.00
320.00
8.16
23.03
92.12
-644.84
8.49
33.96
-57.12
399.84
2355.78 (1)
Function of WL S YS
387.20
396.86
381.14
Simpson Multiplier
1
4
1
387.20
1587
381.14
(4)
1644.52
24371.55 (3)
(5)
7821.44 367.64
(7)
0.00 7.08 7.34 22.00 15.18 35.52 20.58 41.16 20.58 41.16 20.58 41.16 20.58
38.48 18.54 33.60 13.54 16.36 0.00
(8) 474.86
(6)
S' S(YS) S'
2355.78 (1)
Mýultipler for lever n' S(YS) S' n'
HYDROSTATIC AND BONJEAN
-1
0
1
-387.2
0.00
381.14
-6.06
(2)
PPNS-ITS
A3 HYDROSTATIC CALCULATION OF MAIN PART Ord
2
mwl
2.5
mult
S'=
1
S'=4
S
YS'
YS
Lver Simp
of ORD
N
0
-10
1
1
-9
4
2
-8
2
3
-7
4
4
-6
2
5
-5
4
6
-4
2
7
-3
4
8
-2
2
9
-1
4
10
0
2
11
1
4
12
2
2
13
3
4
14
4
2
15
5
4
16
6
2
17
7
4
18
8
2
19
9
4
20
10
1
0 0.46 2.5 2.04 4.62 6.9 7.94 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.63 8.47 8.13 7.25 5.75 2.98 0
Y 0
1.84 5 8.16 9.24 27.6 15.88 35.2 17.6 35.2 17.6 35.2 17.6 35.2 17.26 33.88 16.26 29 11.5 11.92 0
0 0.54 2.83 5.14 7.19 8.06 8.58 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.65 8.48 8.14 7.29 5.82 3.02 0
mwl
YS'
YS 0
0
2.16
2.16
11.32
5.66
20.56
20.56
28.76
14.38
32.24
32.24
34.32
17.16
35.2
35.2
35.2
17.6
35.2
35.2
35.2
17.6
35.2
35.2
35.2
17.6
35.2
35.2
34.6
17.3
33.92
33.92
32.56
16.28
29.16
29.16
23.28
11.64
12.08
12.08
0
0
3
mwl
Function
S'=
1
of area
YS'
YS
0 0.73 3.49 5.88 7.42 8.14 8.59 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.66 8.49 8.14 7.3 5.86 3.06 0
Simpson Multiplier
Moment
S YS'
Cubes of
Function
ordinates
of cubes
S(YS')Sn
Y^3
Function for
Funtion of
CG of WP moment of WPHalf Girth Product
Y^3 S
YSn
(YSn)n
g
0
0
0
0
0
0
0
0
2.92
3.35
13.4
-120.6
0.389017
1.556068
-26.28
236.52
-276.96
42.508549
6.98
17.31
34.62
85.017098
-55.84
446.72
23.52
28.48
113.92
-797.44 203.297472 813.189888
-164.64
1152.48
14.84
40.8
81.6
-489.6 408.518488 817.036976
-89.04
534.24
32.56
47.28
189.12
-945.6 539.353144 2157.41258
-162.8
814
17.18
50.85
101.7
-406.8 633.839779 1267.67956
-68.72
274.88
35.2
52.8
211.2
-633.6
681.472
2725.888
-105.6
316.8
17.6
52.8
105.6
-211.2
681.472
1362.944
-35.2
70.4
35.2
52.8
211.2
-211.2
681.472
2725.888
-35.2
35.2
17.6
52.8
105.6
0
681.472
1362.944
0
0
35.2
52.8
211.2
211.2
681.472
2725.888
35.2
35.2
17.6
52.8
105.6
211.2
681.472
1362.944
35.2
70.4
35.2
52.8
211.2
633.6
681.472
2725.888
105.6
316.8
17.32
51.89
103.78
415.12 649.461896 1298.92379
69.28
277.12
33.96
50.88
203.52
1017.6 611.960049
2447.8402
169.8
849
16.28
48.83
97.66
585.96 539.353144 1078.70629
97.68
586.08
29.2
43.71
174.84
1556.068
204.4
1430.8
11.72
34.89
69.78
558.24 201.230056 402.460112
93.76
750.08
12.24
18.12
72.48
652.32
110.16
991.44
0
0
0
0
0
0
1223.88
389.017
28.652616 114.610464
2418.02 (1)
Function of WL S YS
S(YS')S
381.14
406.14
412.32 (4)
1
4
1
381.14
1,624.6
412.32
0
0
27032.89 (5) 1416.12 (3)
gS
0 2.81 5.11 7.12 8.72 9.9 10.87 11.29 11.29 11.29 11.29 11.29 11.29 11.29 11.13 10.62 10.27 9.4 7.77 5.09 0
9188.16 (7)
0.00 11.24 10.22 28.48 17.44 39.60 21.74 45.16 22.58 45.16 22.58 45.16 22.58 45.16 22.26 42.48 20.54 37.60 15.54 20.36 0.00
(8)
535.88
177.76 (6)
S' S(YS) S'
2418.02 (1)
Mýultipler for lever n' S(YS) S' n'
HYDROSTATIC AND BONJEAN
-1
0
1
-381.14
0.00
412.32
31.18 (2)
PPNS-ITS
A4 HYDROSTATIC CALCULATION OF MAIN PART Ord
3
mwl
3.5
mult
S'=
1
S'=4
S
YS'
YS
Lver Simp
of ORD
N
0
-10
1
1
-9
4
2
-8
2
3
-7
4
4
-6
2
5
-5
4
6
-4
2
7
-3
4
8
-2
2
9
-1
4
10
0
2
11
1
4
12
2
2
13
3
4
14
4
2
15
5
4
16
6
2
17
7
4
18
8
2
19
9
4
20
10
1
0 0.73 3.49 5.88 7.42 8.14 8.59 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.66 8.49 8.14 7.3 5.86 3.06 0
Y
0.00 2.92 6.98 23.52 14.84 32.56 17.18 35.20 17.60 35.20 17.60 35.20 17.60 35.20 17.32 33.96 16.28 29.20 11.72 12.24 0.00
0 1.29 5.03 6.55 7.61 8.2 8.6 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.67 8.5 8.15 7.3 5.88 3.11 0
YS'
mwl YS
0.00
0.00
5.16
5.16
20.12
10.06
26.20
26.20
30.44
15.22
32.80
32.80
34.40
17.20
35.20
35.20
35.20
17.60
35.20
35.20
35.20
17.60
35.20
35.20
35.20
17.60
35.20
35.20
34.68
17.34
34.00
34.00
32.60
16.30
29.20
29.20
23.52
11.76
12.44
12.44
0.00
0.00
4
mwl
Function
S'=
1
of area
YS'
YS
S YS'
0 3 5.74 6.93 7.75 8.24 8.6 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.68 8.5 8.17 7.3 5.9 3.16 0
Simpson Multiplier
Cubes of
Function
Moment
ordinates
of cubes
S(YS')Sn
Y^3
Y^3 S
Function for
Funtion of
CG of WP moment of WPHalf Girth Product YSn
(YSn)n
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
12.00
8.89
35.56
-320.04
27.00
108.00
-108.00
972.00
11.48
29.35
58.70
-469.60
189.12
378.24
-91.84
734.72
27.72
39.01
156.04
-1092.28
332.81
1331.25
-194.04
1358.28
15.50
45.61
91.22
-547.32
465.48
930.97
-93.00
558.00
32.96
49.18
196.72
-983.60
559.48
2237.90
-164.80
824.00
17.20
51.59
103.18
-412.72
636.06
1272.11
-68.80
275.20
35.20
52.80
211.20
-633.60
681.47
2725.89
-105.60
316.80
17.60
52.80
105.60
-211.20
681.47
1362.94
-35.20
70.40
35.20
52.80
211.20
-211.20
681.47
2725.89
-35.20
35.20
17.60
52.80
105.60
0.00
681.47
1362.94
0.00
0.00
35.20
52.80
211.20
211.20
681.47
2725.89
35.20
35.20
17.60
52.80
105.60
211.20
681.47
1362.94
35.20
70.40
35.20
52.80
211.20
633.60
681.47
2725.89
105.60
316.80
17.36
52.02
104.04
416.16
653.97
1307.94
69.44
277.76
34.00
50.99
203.96
1019.80
614.13
2456.50
170.00
850.00
16.34
48.91
97.82
586.92
545.34
1090.68
98.04
588.24
29.20
43.80
175.20
1226.40
389.02
1556.07
204.40
1430.80
11.80
35.28
70.56
564.48
205.38
410.76
94.40
755.20
12.64
18.66
74.64
671.76
31.55
126.22
113.76
1023.84
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2529.24 (1)
Function of WL S YS
S(YS')S
412.32
421.28
431.80 (4)
1
4
1
412.32
1,685.1
431.80
28199.02 (5) 659.96 (3)
g
gS
0 5.36 7.61 8.59 9.78 10.91 11.87 12.29 12.29 12.29 12.29 12.29 12.29 12.29 12.13 11.62 11.27 10.4 8.77 6.1 0
10492.84 (7)
0.00 21.44 15.22 34.36 19.56 43.64 23.74 49.16 24.58 49.16 24.58 49.16 24.58 49.16 24.26 46.48 22.54 41.60 17.54 24.40 0.00
(8)
605.16
29.56 (6)
S' S(YS) S'
2529.24 (1)
Mýultipler for lever n' S(YS) S' n'
HYDROSTATIC AND BONJEAN
-1
0
1
-412.32
0.00
431.80
19.48 (2)
PPNS-ITS
A5 HYDROSTATIC CALCULATION OF MAIN PART Ord
4
mwl
4.7
mult
S'=
1
S'=4
S
YS'
YS
Lver Simp
of ORD
N
0
-10
1
1
-9
4
2
-8
2
3
-7
4
4
-6
2
5
-5
4
6
-4
2
7
-3
4
8
-2
2
9
-1
4
10
0
2
11
1
4
12
2
2
13
3
4
14
4
2
15
5
4
16
6
2
17
7
4
18
8
2
19
9
4
20
10
1
0 3 5.74 6.93 7.75 8.24 8.6 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.68 8.5 8.17 7.3 5.9 3.16 0
Y 0 12
11.48 27.72 15.5 32.96 17.2 35.2 17.6 35.2 17.6 35.2 17.6 35.2 17.36 34 16.34 29.2 11.8 12.64 0
0 4.51 6.1 7.12 7.83 8.29 8.61 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.69 8.54 8.19 7.32 5.92 3.21 0
mwl
YS'
YS 0
0
18.04
18.04
24.4
12.2
28.48
28.48
31.32
15.66
33.16
33.16
34.44
17.22
35.2
35.2
35.2
17.6
35.2
35.2
35.2
17.6
35.2
35.2
35.2
17.6
35.2
35.2
34.76
17.38
34.16
34.16
32.76
16.38
29.28
29.28
23.68
11.84
12.84
12.84
0
0
5.4
mwl
Function
S'=
1
of area
YS'
YS
S YS'
3.98 5.49 6.49 7.3 7.98 8.38 8.63 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.75 8.62 8.32 7.4 6 3.32 0
Simpson Multiplier
Moment
Cubes of
Function
ordinates
of cubes
S(YS')Sn
3.98
3.98
3.98
21.96
23.53
94.12
12.98
30.89
61.78
29.2
35.78
143.12
15.96
39.3
33.52
Y^3
-39.8
Function for
Y^3 S
63.044792
Funtion of
CG of WP moment of WPHalf Girth Product YSn
(YSn)n
g
63.044792
-39.8
398
-847.08 165.469149 661.876596
-197.64
1778.76
-494.24 273.359449 546.718898
-103.84
830.72
1556.068
-204.4
1430.8
78.6
-471.6 508.169592 1016.33918
-95.76
574.56
49.78
199.12
-995.6 588.480472 2353.92189
-167.6
838
17.26
51.67
103.34
-413.36 642.735647 1285.47129
-69.04
276.16
35.2
52.8
211.2
-633.6
681.472
2725.888
-105.6
316.8
17.6
52.8
105.6
-211.2
681.472
1362.944
-35.2
70.4
35.2
52.8
211.2
-211.2
681.472
2725.888
-35.2
35.2
17.6
52.8
105.6
0
681.472
1362.944
0
0
35.2
52.8
211.2
211.2
681.472
2725.888
35.2
35.2
17.6
52.8
105.6
211.2
681.472
1362.944
35.2
70.4
35.2
52.8
211.2
633.6
681.472
2725.888
105.6
316.8
17.5
52.19
104.38
417.52 669.921875 1339.84375
70
280
34.48
51.28
205.12
1025.6 640.503928 2562.01571
172.4
862
16.64
49.25
98.5
591 575.930368 1151.86074
99.84
599.04
29.6
43.98
175.92
1231.44
405.224
1620.896
207.2
1450.4
12
35.58
71.16
569.28
216
432
96
768
13.28
19.32
77.28
695.52
36.594368 146.377472
119.52
1075.68
0
0
0
0
0
0
-1001.84
389.017
2578.02 (1)
Function of WL S YS
S(YS')S
431.80
440.24
451.96 (4)
1
4
1
431.80
1,761.0
451.96
0
0
29728.82 (5) 266.84 (3)
gS
4.1 8.32 9.21 10.04 11.2 12.32 13.27 13.69 13.69 13.69 13.69 13.69 13.69 13.69 13.54 13.03 12.68 11.81 10.17 7.5 0
12006.92 (7)
4.10 33.28 18.42 40.16 22.40 49.28 26.54 54.76 27.38 54.76 27.38 54.76 27.38 54.76 27.08 52.12 25.36 47.24 20.34 30.00 0.00
(8)
697.50
-113.12 (6)
S' S(YS) S'
2644.72 (1)
Mýultipler for lever n' S(YS) S' n'
HYDROSTATIC AND BONJEAN
-1
0
1
-431.8
0.00
451.96
52.55 (2)
PPNS-ITS
BONJEN KARTIKA SANJAYA
HYDROSTATIC AND BONJEAN
PPNS-ITS
0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
HYDROSTATIC AND BONJEAN
PPNS-ITS
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
HYDROSTATIC AND BONJEAN
PPNS-ITS
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
HYDROSTATIC AND BONJEAN
PPNS-ITS
B1 1 mWl Lwl =
79.27 m
B=
17.60 m
d=
1 m
a=
4.2125 m
b=
0.5 m
t=
0.011 m
Vol = 2 x 1/3 x 1/3 x a x b x (1) .....(m3) = 1005.889 m3
Cb = Vol ex / Lwl x B x d = 0.721 IT = 2 x 1/3 x 1/3 x a x (5) = .....(m4) = 23136.948 m4
Displ = 1,025 x Vol .....(ton) = 1031.036 ton KB = 0,5 + ((2) x b / (1)) .....(m) = 0.525 m
TBM = IT / Vol ex .....(m) = 23.001 m
FB = (3) x a / (1) .....(m) = 2.505 m
F F = (6) x a / (4) .....(m) = 2.643 m
WPA = 2 x 1/3 x a x (4) .....(m2) = 1087.387 m2
(6)2 / (4) =
IL = ((7) - (6)2 / (4)) x 2/3 x a3 .....(m4) = 386490.400 m
Cw = WPA / (Lwl x B) = 0.779 MSA (Midship Section Area) =
MSA 0 ~
1
2 x1/3 x b x (9) .....(m2) = 16.923 m2
mWL =
16.923 m2
CF = MSA / (B x d) = 0.962 Vol ex =
152.452
Displacement 0 ~
HYDROSTATIC AND BONJEAN
1
mWL = 0 + Vol .....(m3) = 1005.889 m3
LBM = IL / Vol ex .....(m) = 384.228 m WSA = 2 x 1/3 x a x (8) DIFFERENCE OF WSA
= =
1160.403 m2 0 m2 -
WSA 0 ~ 1 mWL SHELL DISPL = 1,025 / 1,000 x t x ... DIFFERENT OF SHELL DISPL
= = =
1160.403 m2 13.084 TON 0 TON +
TOTAL SHELL DISPL
=
13.084 TON
PPNS - ITS
PERHITUNGAN PADA ~ 0 mWL
NO ST
YS
N
YSN
0
0.00
-10
0
1
0.00
-9
0
2
2.22
-8
-17.76
3
9.92
-7
-69.44
4
8.08
-6
-48.48
5
22.52
-5
-112.6
6
13.78
-4
-55.12
7
30.52
-3
-91.56
8
15.26
-2
-30.52
9
30.52
-1
-30.52
10
15.26
0
0
11
30.52
1
30.52
12
15.26
2
30.52
13
30.52
3
91.56
14
13.46
4
53.84
15
21.88
5
109.4
16
7.66
6
45.96
17
9.28
7
64.96
18
2.10
8
16.8
19
0.64
9
5.76
0.00
10
0
20
279.40 E1
Lwl =
69.51 m
a=
4.2125 m
B= t =
9.66 m 0.011
F F = S2 x a / S1 .....(m) = -0.10 m WPA = 2 x 1/3 x a x S1 .....(m2) = 784.648 m2 WSA = WPA =
784.648 m2
Cw = WPA / (Lwl x B) = 1.169 FB = S2 x a / S1 .....(m) = -0.10 m TPC = WPA*1.025/100 8.0426454167
-6.68 E2
DISPL = WSA*t*1.025 8.8469099583 DDT
HYDROSTATIC AND BONJEAN
= TPC*ФF/LWL -0.0116531036
PPNS - ITS
B2 2MWL Lwl =
80.13 m
B=
17.60 m
d=
2 m
a=
4.2125 m
b=
0.5 m
t=
0.011 m
Vol = 2 x 1/3 x 1/3 x a x b x (1) .....(m3) = 1102.636 m3
Cb = Vol ex / Lwl x B x d = 0.748 IT = 2 x 1/3 x 1/3 x a x (5) = .....(m4) = 22814.476 m4
Displ = 1,025 x Vol .....(ton) = 1130.202 ton KB = 1.5 + ((2) x b / (1)) .....(m) = 1.499 m
TBM = IT / Vol ex .....(m) = 10.820 m
FB = (3) x a / (1) .....(m) = 2.941 m
F F = (6) x a / (4) .....(m) = 4.063 m
WPA = 2 x 1/3 x a x (4) .....(m2) = 1070.368 m2
(6)2 / (4) =
IL = ((7) - (6)2 / (4)) x 2/3 x a3 .....(m4) = 372103.942 m
Cw = WPA / (Lwl x B) = 0.759 MSA (Midship Section Area) =
MSA 0 ~
2
2 x1/3 x b x (9) .....(m2) = 17.593 m2
mWL =
Displacemen ent 0 ~
HYDROSTATIC AND BONJEAN
LBM = IL / Vol ex .....(m) = 176.476 m WSA = 2 x 1/3 x a x (8) DIFFERENCE OF WSA
34.517 m2
CF = MSA / (B x d) = 0.981 Vol ex =
354.618
WSA 1 ~ 2 mWL SHELL DISPL = 1,025 / 1,000 x t x ... DIFFERENT OF SHELL DISPL 2
mWL = Vol1 + Vol2 .....(m3) = 2108.525 m3
TOTAL SHELL DISPL
= 1333.565 m2 = 1160.403 m2 = =
173.162 m2 1.952 TON 13.084 TON +
=
15.036 TON
=
PPNS - ITS
B3 3 MWL Lwl =
79.85 m
B=
17.60 m
d=
3 m
a=
4.2125 m
b=
0.5 m
t=
0.011 m
Vol = 2 x 1/3 x 1/3 x a x b x (1) .....(m3) = 1131.768 m3
Cb = Vol ex / Lwl x B x d = 0.769 IT = 2 x 1/3 x 1/3 x a x (5) = .....(m4) = 25305.784 m4
Displ = 1,025 x Vol .....(ton) = 1160.062 ton KB = 2.5+((2) x β/(1) = 2.506 m
. . . . . .(m)
TBM = IT / Vol ex .....(m) = 7.810 m
FB = (3) x a / (1) .....(m) = 2.467 m
F F = (6) x a / (4) .....(m) = 1.816 m
WPA = 2 x 1/3 x a x (4) .....(m2) = 1157.932 m2
(6)2 / (4) =
IL = ((7) - (6)2 / (4)) x 2/3 x a3 .....(m4) = ### m
Cw = WPA / (Lwl x B) = 0.824 MSA (Midship Section Area) = = MSA 0 ~
3
mWL =
2 x1/3 x b x (9) .....(m2) 17.600 m2 52.117 m2
C F = MSA / (B x d) = 0.987 Vol ex =
Displacemen ent 0 ~
HYDROSTATIC AND BONJEAN
76.636
3
mWL = Vol2 + Vol4 .....(m3) = 3240.292 m3
LBM = IL / Vol ex .....(m) = 140.131 m WSA = 2 x 1/3 x a x (8) DIFFERENCE OF WSA
= 1504.930 m2 = 1333.565 m2 -
WSA 2 ~ 3 mWL SHELL DISPL = 1,025 / 1,000 x t x ... DIFFERENT OF SHELL DISPL
= = =
171.365 m2 1.932 TON 15.036 TON +
TOTAL SHELL DISPL
=
16.968 TON
PPNS - ITS
B4 4 MWL Lwl =
81.1 m
B=
17.60 m
d=
4 m
a=
4.2125 m
b=
0.5 m
t=
0.011 m
Vol = 2 x 1/3 x 1/3 x a x b x (1) .....(m3) = 1183.825 m3
Cb = Vol ex / Lwl x B x d = 0.775 IT = 2 x 1/3 x 1/3 x a x (5) = .....(m4) = 26397.419 m4
Displ = 1,025 x Vol .....(ton) = 1213.420 ton KB = 3.5+((2) x β/(1)) . . . . .(m) = 3.504 m
TBM = IT / Vol ex .....(m) = 5.967 m
FB = (3) x a / (1) .....(m) = 1.099 m
F F = (6) x a / (4) .....(m) = 0.288 m
WPA = 2 x 1/3 x a x (4) .....(m2) = 1212.638 m2
(6)2 / (4) =
IL = ((7) - (6)2 / (4)) x 2/3 x a3 .....(m4) = 522802.636 m
Cw = WPA / (Lwl x B) = 0.850 MSA (Midship Section Area) =
MSA 0 ~
4
2 x1/3 x b x (9) .....(m2) = 17.600 m2
mWL =
69.717 m2
C F = MSA / (B x d) = 0.990 Vol ex = Displacement ent 0 ~
HYDROSTATIC AND BONJEAN
2.024
4
mWL = Vol4 + Vol6 .....(m3) = 4424.117 m3
LBM = IL / Vol ex .....(m) = 118.171 m WSA = 2 x 1/3 x a x (8) DIFFERENCE OF WSA
= 1699.491 m2 = 1504.930 m2 -
WSA 3 ~ 4 mWL SHELL DISPL = 1,025 / 1,000 x t x ... DIFFERENT OF SHELL DISPL
= = =
194.561 m2 2.194 TON 16.968 TON +
TOTAL SHELL DISPL
=
19.162 TON PPNS - ITS
B5 5.4 MWL Lwl =
84.25 m
B=
17.60 m
a=
4.2125 m
b=
0.7 m
d=
t = 0.011 m
Vol = 2 x 1/3 x 1/3 x a x b x (1) .....(m3) = 1733.026 m3
Cb = Vol ex / Lwl x B x d = 0.769 IT = 2 x 1/3 x 1/3 x a x (5) = .....(m4) = 27829.477 m4
Displ = 1,025 x Vol .....(ton) = 1776.352 ton KB = 4.84 +((2) x β / (1)) = 4.764 m
. . . . .(m)
TBM = IT / Vol ex .....(m) = 4.520 m
FB = (3) x a / (1) .....(m) = 0.436 m
F F = (6) x a / (4) .....(m) = -1.054 m
WPA = 2 x 1/3 x a x (4) .....(m2) = 1269.254 m2
(6)2 / (4)
MSA (Midship Section Area) = = 5.6
mWL =
2 x1/3 x b x (9) .....(m2) 24.640 m2 94.357 m2
C F = MSA / (B x d) = 0.993 Vol ex =
28.313
IL = ((7) - (6)2 / (4)) x 2/3 x a3 .....(m4) = 596945.683 m
Cw = WPA / (Lwl x B) = 0.856
MSA 0 ~
5.4 m
Displacementt 0 ~
HYDROSTATIC AND BONJEAN
LBM = IL / Vol ex .....(m) = 96.952 m WSA = 2 x 1/3 x a x (8) DIFFERENCE OF WSA WSA 4 ~ 5.4 mWL SHELL DISPL = 1,025 / 1,000 x t x ... DIFFERENT OF SHELL DISPL
5.4
mWL = Vol4 + Vol6 .....(m3) = 6157.144 m3
TOTAL SHELL DISPL
= =
1958.813 m2 1699.491 m2 -
= = =
259.322 m2 2.924 TON 19.162 TON +
=
22.086 TON
PPNS - ITS
TON +
HYDROSTATIC AND BONJEAN
PPNS - ITS
C SECTIONAL AREA AND V.C.B. AT STATION AP
h =
Y2
h
HALF SIMSON'S PRODUCT BREADTH MULTIPLIER 3.98 1 3.98 3.78 4 15.12 0.00 1 0.00 Z1 = 19.10
Y1
0.440 m
AREA = 2 x 1/3 x h/2 x Z1 .....(m2) = 2.801 m2 V.C.B. BELOW 5.5 WL = 2/5 x h .....(m) = 0.176 m
SECTIONAL AREA AND V.C.B. AT STATION FC
h =
Y2
h
HALF SIMSON'S PRODUCT BREADTH MULTIPLIER 2.44 1 2.44 2.17 4 8.68 0.00 1 0.00 Z2 = 11.12
Y1
0.150 m
AREA = 2 x 1/3 x h/2 x Z2 .....(m2) = 0.556 m2 V.C.B. BELOW 5.5 WL = 2/5 x h .....(m) = 0.06 m
HYDROSTATIC AND BONJEAN
PPNS - ITS
SECTIONAL AREA AND V.C.B. AT STATION AFTER END BETWEEN DRAUGHT ~ UPPER DECK Y2
h = H-T (m) = 1.500 m AREA = 2 x 1/3 x h/2 x Z3 .....(m2) = 4.700
h
HALF SIMSON'S PRODUCT BREADTH MULTIPLIER 2.20 1 2.20 1.80 4 7.20 0.00 1 0.00 Z1 = 9.40
Y1
Y0 B
TOTAL AREA = AREA A + AREA B = 4.700 m2 V.C.B. BELOW UPPER DECK
= =
HYDROSTATIC AND BONJEAN
2/5 x h .....(m) 0.6 m
PPNS - ITS
HYDROSTATIC AND BONJEAN
PPNS - ITS
HYDROSTATIC AND BONJEAN
PPNS - ITS
D DISPLACEMENT LCB SECTIONAL SIMP'S PRODUCT LEVER FUNCTION AREA MULTP FROM OF OF AP LONGITUORDINATES DINAL AP 2.801 1 2.801 0 0.000 FC 0.556 4 2.224 -1 -2.224 After End 0.000 1 0.000 -2 0.000 z1 = 5.025 z2 = -2.224
VCB VCB FUNCTION BELOW OF WL VERTICAL MOMENT 0.176 0.493 0.06 0.133 0 0.000 z3 = 0.626
NUMBER
1/3 x k/2 x 1,025 = DISPL.c =
0.287 5.025 x 1.442 Ton
z2/z1 =
-0.443
k/2 = x
0.840 -0.443 -0.372
VOL. c = DISPL. c / 1,025 = 1.407 m3
1/3 x k/2 x 2 = W.P.A c =
0.560 13.740 x 7.694 m2
KBc = =
-42.125 -0.372 + -42.497
F Bc =
-42.497 m
F Fc WATER PLANE AREA HALF SIMP'S PRODUCT LEVER Mci = BREADTH MULTP (Nci = FROM Nci x Lci OF OF WL (S) bi x S) AP ORDINATES (bi) (Lci) AP 3.980 1 3.980 0 0.000 FC 2.440 4 9.760 -1 -9.760 After End 0.000 1 0.000 -2 0.000 z1 = 13.740 z2 = -9.760 z2/z1 =
ILc Oci = Mci x Lci
0.840 -0.710 -0.597 -42.125 -0.597 + -42.722
F Fc =
-42.722 m
ITc SIMP'S MULTP (S)
0 63.045 9.76 14.527 0 0.000 9.760 =z3
-0.710
Lpp/2 =
5.4 - Z3/Z1 5.275 m
bi3
= k/2 = x =
Lpp = Length between Perpendiculars = 84.25 m
V.C.B.BELOW 5.4WL
Lpp/2 =
NUMBER
k = Length of Cant Part = 1.68 m
1 4 1 z4 =
63.045 58.107 0.000 121.152
(Z2)(Z2)/z1 2 x 1/3 x 1/3 x k/2 6.933 = 0.187
z3 - {(z2)2/z1} = 2.827 2 x 1/3 x (k/2)3 ITc = = 0.395 2.827 x 1.117 ILc =
bi3 x S
1.117 m4
121.152 x 22.615 22.615 m4
E NUMBER OF ORDINATES AP
FC After End
TO 5.6 WL SIMP'S MULTP (S)
HALF GIRTH (g)
PRODUCT (g x S)
4.10
1
4.100
2.55 0.000
4 1 z=
10.182 0.000 14.282
2 x 1/3 x k/2 = WETTED SURFACE AREA = 1,025/1,000 x t = SHELL DISPLACEMENT =
0.560 14.282 x 7.998 m2
k = Length of Cant Part = 1.68 m
t = Plate thicness of Cant Part = 1,25 x t = 12.5 mm 0.01 m
0.01025 0.082 TON
TOTAL VALUE FOR MAIN PART AND CANT PART A. WETTED SURFACE AREA AND SHELL DISPLACEMENT WETTED SURFACE AREA SHELL DISPLACEMENT MAIN PART CANT PART TOTAL MAIN PART CANT PART TOTAL (TON) (m2) TO 5.6 WL 1958.813 7.998 1966.810 22.086 0.082 22.168
B. CENTRE OF FLOTATION AND WATER PLANE AREA AT 5.4 WL
FF MAIN PART CANT PART
-1.054 -42.722 Z1 =
WATER PLANE AREA PRODUCT 1269.254 -1338.221 7.694 -328.718 1276.949 Z2 = -1666.939
WATER PLANE AREA ( INCLUDING CANT PART ) = Z1 = CENTRE OF FLOTATION ( INCLUDING CANT PART ) = Z2/Z1 =
HYDROSTATIC AND BONJEAN
1276.949 m2 -1.305 m
PPNS - ITS
F C. LONGITUDINAL METACENTRE ABOVE CENTRE OF BUOYANCY LONGITUDINAL MOMENT OF INERTIA = IL = ILP (1) + ILC (2) + AWP ( F F - F FP)2 (3) + AWC ( F FC - F F)2 (4) L.B.M. = IL / VOL
LONGITUDINAL MOMENT OF INERTIA OF MAIN PART = ILP LONGITUDINAL MOMENT OF INERTIA OF CANT PART = ILC CORRECTED F F F FP (F F - F FP)
(F F - F FP)2 WATER PLANE AREA OF MAIN PART (AWP) AWP (F F - F FP)2 F FC CORRECTED F F (F FC - F F) (F FC - F F)2 WATER PLANE AREA OF CANT PART (AWC) AWC (F FC - F F)2 CORRECTED LONGITUDINAL MOMENT OF INERTIA = IL = (1) + (2) + (3) + (4) = L.B.M. = IL / VOL = IL / (VOL. P + VOL. C) .....(m) =
(1) (2)
596945.683 1.117
(3)
80.010
(4)
13198.263
-1.305 -1.054 -0.251 0.063 1269.254 -42.722 -1.305 -41.416 1715.308 7.694
610225.074 m4 99.086 m
D. LONGITUDINAL METACENTRE ABOVE CENTRE OF BUOYANCY TRANSVERSE MOMENT OF INERTIA
= IT = ITP + ITC
T. B.M. = IT / VOL TRANSVERSE MOMENT OF INERTIA OF MAIN PART TRANSVERSE MOMENT OF INERTIA OF CANT PART CORRECTED TRANSVERSE MOMENT OF INERTIA T B.M. = IT / VOL = IT / (VOL. P + VOL. C) .....(m) =
HYDROSTATIC AND BONJEAN
= ITP = ITC = IT
27829.477 22.615 27852.092 m4
4.523 m
PPNS - ITS
m4
HYDROSTATIC AND BONJEAN
PPNS - ITS
G E. MOULDED DISPLACEMENT AND CENTRE OF BUOYANCY MOULDED DISPLACEMENT (TON) 0 WL 1 WL
0 WL 1 WL 1 WL 2 WL TOTAL
0 WL 2 WL 2 WL 3 WL TOTAL
0 WL 3 WL 3 WL 4 WL TOTAL
0 WL 4 WL 4 WL 5.6 WL CANT PART TOTAL
(1)
(1) (4)
(4) (7)
(7) (10)
(7)
(10)
VERTICAL MOMENT
0 1031.036 (a)
K.B (m) TO 0.525 (2)
a. K.B = 2 / 1
=
0.525 m
b. F B = 3 / 1
=
2.505 m
0 1031.036 (a) 1130.202 2161.238
TO 0.525 (2) 1.499 (5)
c. K.B = 5 / 4
=
1.034 m
d. F B = 6 / 4
=
2.733 m
0 2161.238 (c) 1160.062 3321.300
TO 1.034 (5) 2.506 (8)
e. K.B = 8 / 7
=
1.548 m
f. F B = 9 / 7
=
2.640 m
0 3321.300 (e) 1213.420 4534.720 =
2.072 m
F B = 12 / 10
=
2.228 m
0 4534.720 (e) 1776.352 1.442 6312.514
1 WL 541.377 (b)
2.505 (3)
2583.212
2 WL 541.377 (b) 1693.849 2235.226
2.505 (3) 2.941 (6)
2583.212 3323.536 5906.747
3 WL 2235.226 (d) 2907.634 5142.860
2.733 (6) 2.467 (9)
5906.747 2861.945 8768.692
TO 4 WL 1.548 (8) 5142.860 (f) 3.504 4251.644 (11) 9394.505
K.B = 11 / 10
TO 5.4 WL 2.072 (8) 9394.505 (f) 4.764 8463.018 5.275 7.608 (11) 17865.131
K.B = 11 / 10
=
2.83 m
F B = 12 / 10
=
1.71 m
HORISONTAL FB MOMENT (m)
2.640 (9) 8768.692 1.099 1333.763 (12) 10102.455
2.228 (9) 10102.455 0.436 774.522 -42.497 -61.292 (12) 10815.685
RESULT OF HIDROSTATIC CALCULATION (H) Water Lines
0 1 2 3 4 5.4 Water Lines
0 1 2 3 4 5.4 Water Lines
0 1 2 3 4 5.4 Water Lines
WATER PLANE MIDSHIP SECTION MULTIPLIER = 2/3 x a = 2.808 Function of Water plane Water Plane TPC = Midship Section Midship Water Lines Water Lines Area Coefficien Area Coefficient WPA.1.025/100 (W.P.A) (M.S.A) CF = AF/Bxd Cw = WPA/LwlxB 279.40 784.648 1.169 8.043 0.000 0.000 0 387.20 1087.387 0.779 11.146 16.923 0.962 1 381.14 1070.368 0.759 10.971 34.517 0.981 2 412.32 1157.932 0.824 11.869 52.117 0.987 3 431.80 1212.638 0.850 12.430 69.717 0.990 4 94.357 0.993 451.96 1276.949 0.861 13.089 5.6 KB (m)
TBM (m) 0.000 0.53 1.03 1.55 2.07 2.83
0.000 23.001 10.820 7.810 5.967 4.523
Displacement Block Coeff. Moulded Cb = (TON) Displ/1,025xLwlxBxd 0.000 0.000 1031.036 0.721 2235.226 0.748 3321.300 0.769 4534.720 0.775 6312.514 0.769
TKM ( KB + TBM ) (m) 0.000 23.527 11.854 9.358 8.038 7.353 Cp = Cb / CF
Moment to Change Trim One Centimeter MTC = LBMxDispl / Lwlx100
FF (m)
FB (m) -0.10 2.505 2.733 2.640 2.228 1.713 WSA (m2)
0.000 784.64833333 0.750 1160.403 0.762 1333.565 0.779 1504.930 0.782 1699.491 0.775 1966.810
LBM (m) -0.10 2.64 4.063 1.816 0.288 -1.054
0.000 384.228 176.476 140.131 118.171 99.086
LKM Water Lines (LBM + KB) (m) 0.000 0 384.753 1 177.510 2 141.680 3 120.243 4 101.916 5.4
Shell Displacement Water Lines Displacement (TON) (TON) 8.8469099583 8.847 0 13.084 1044.120 1 15.036 2250.262 2 16.968 3338.268 3 19.162 4553.882 4 22.168 6334.682 5.4
Displacement Due to Trim One Centimeter DDT = FF x TPC/Lwl
5 /
50 /
Water Lines 1 x
0 1 2
HYDROSTATIC AND BONJEAN
0.000 49.975 49.228
-0.0116531036 0.372 0.556
0 1 2
PPNS - ITS
I BONJEAN CALCULATION 0 mWL~ 1 mWL Number g = 2/3xb= 0.333 of Function Area Ordinates
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
(Fxg) of Area (F) 0.000 0.000 1.110 0.370 10.880 3.627 20.430 6.810 30.170 10.057 40.920 13.640 48.000 16.000 50.770 16.923 50.770 16.923 50.770 16.923 50.770 16.923 50.770 16.923 50.770 16.923 50.770 16.923 49.050 16.350 45.690 15.230 41.570 13.857 35.860 11.953 25.620 8.540 11.380 3.793 0.000 0.000 b = 0.5
1 mWL~2 mWL g = 2/3xb= 0.333 Function Area (Fxg) of Area (F) 0.000 0.000 2.410 0.803 14.110 4.703 23.030 7.677 36.550 12.183 45.390 15.130 50.530 16.843 52.780 17.593 52.780 17.593 52.780 17.593 52.780 17.593 52.780 17.593 52.780 17.593 52.780 17.593 51.750 17.250 50.530 16.843 48.350 16.117 43.070 14.357 33.560 11.187 16.800 5.600 0.000 0.000 b = 0.5
Total Area 0~2mWL 0.000 1.173 8.330 14.487 22.240 28.770 32.843 34.517 34.517 34.517 34.517 34.517 34.517 34.517 33.600 32.073 29.973 26.310 19.727 9.393 0.000
2 mWL~3 mWL 3 mWL~4 mWL 4 mWL~5.4 g = 2/3xb= g = 2/3xb= 0.333 g = 2/3xb= 0.333 Function Area Total Area Function Area Function Total Area (Fxg) (Fxg) 0~4,3mWL of Area of Area 0~3mWL of Area (F) (F) (F) 0.000 0.000 0.000 0.000 0.000 0.000 3.980 3.350 1.117 2.290 8.890 2.963 5.253 23.530 17.310 5.770 14.100 29.350 9.783 23.883 30.890 28.480 9.493 23.980 39.010 13.003 36.983 35.780 40.800 13.600 35.840 45.610 15.203 51.043 39.300 47.280 15.760 44.530 49.180 16.393 60.923 49.780 50.850 16.950 49.793 51.590 17.197 66.990 51.670 52.800 17.600 52.117 52.800 17.600 69.717 52.800 52.800 17.600 52.117 52.800 17.600 69.717 52.800 52.800 17.600 52.117 52.800 17.600 69.717 52.800 52.800 17.600 52.117 52.800 17.600 69.717 52.800 52.800 17.600 52.117 52.800 17.600 69.717 52.800 52.800 17.600 52.117 52.800 17.600 69.717 52.800 52.800 17.600 52.117 52.800 17.600 69.717 52.800 51.890 17.297 50.897 52.020 17.340 68.237 52.190 50.880 16.960 49.033 50.990 16.997 66.030 51.280 48.830 16.277 46.250 48.910 16.303 62.553 49.250 43.710 14.570 40.880 43.800 14.600 55.480 43.980 34.890 11.630 31.357 35.280 11.760 43.117 35.580 18.120 6.040 15.433 18.660 6.220 21.653 19.320 0.000 0.000 0.000 0.000 0.000 0.000 0.000 b = 0.5 b = 0.5 b=
Number 1 mWL HYDROSTATIC AND BONJEAN
PPNS - ITS
of Ordinates
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
17 18 19 20
0.33333333 Area Total Area (Fxg) 0~2mWL 0 0 1.32 3.03 5.86666667 9.23666667 11.0166667 11.67 11.9066667 11.9066667 11.9066667 11.9066667 11.7833333 11.56 10.6033333 8.81 6.43666667 4.42 2.41333333 0.97 0 0.5
0 0.663333333 3.273333333 6.863333333 13.32666667 20.4 23.83 24.90333333 25.18333333 25.18333333 25.18333333 25.18333333 25.03333333 24.53333333 22.40333333 18.68333333 13.58333333 9.196666667 5.013333333 2.11 0
HYDROSTATIC AND BONJEAN
Total Area 0~3mWL 0 1.83333333 5.55 11.21 21.7866667 32.2233333 37.0466667 38.2866667 38.5833333 38.5833333 38.5833333 38.5833333 38.4133333 37.5533333 34.3233333 28.76 20.9233333 14.0966667 7.69666667 3.29 0
Total Area 0~4,3mWL 0 3.203333333 8.256666667 16.6 31.62333333 44.96333333 50.42 51.68666667 51.98333333 51.98333333 51.98333333 51.98333333 51.79333333 50.61666667 46.35666667 38.95333333 28.38333333 19.13 10.47333333 4.526666667 0
Total Area 0~5.4mWL
TOTAL AREA 0 ~ Upper Deck
2.896 8.7926666667 17.446 29.128 48.7646666667 66.35 71.86 73.1266666667 73.4233333333 73.4233333333 73.4233333333 73.4233333333 73.2066666667 71.7313333333 65.9353333333 55.38 40.5806666667 27.3646666667 15.156 6.564 0
2.896 8.793 20.649 37.385 65.365 97.973 116.823 123.547 125.110 125.407 125.407 125.407 125.190 123.525 116.552 101.737 79.534 55.748 34.286 17.037 4.527
PPNS - ITS
1000/skala panjang 6.51 4 mWL~5.4 mWL 0.467 Area Total Area (Fxg) 0~5.6mWL
skala luas 1000/skala tinggi 0.5 40
LPP/20 1.857 10.981 14.415 16.697 18.340 23.231 24.113 24.640 24.640 24.640 24.640 24.640 24.640 24.640 24.355 23.931 22.983 20.524 16.604 9.016 0.000
1.857 16.234 38.299 53.681 69.383 84.154 91.103 94.357 94.357 94.357 94.357 94.357 94.357 94.357 92.592 89.961 85.537 76.004 59.721 30.669 0.000
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
0 32.55 65.1 97.65 130.2 162.75 195.3 227.85 260.4 292.95 325.5 358.05 390.6 423.15 455.7 488.25 520.8 553.35 585.9 618.45 651
0 0 0.000 32.550 65.100 97.650 130.200 162.750 195.300 227.850 260.400 292.950 325.500 358.050 390.600 423.150 455.700 488.250 520.800 553.350 585.900 618.450 651.000
1 40 0.000 32.735 66.913 101.055 135.228 169.570 203.300 236.312 268.862 301.412 333.962 366.512 399.062 431.612 463.875 495.865 527.728 559.327 590.170 620.347 651.000
pembagian sarat 2 3 4 80 120 160 0.000 0.000 0.000 33.137 33.695 35.177 69.265 72.150 77.042 104.893 109.640 116.142 141.320 148.120 155.722 177.135 185.015 193.212 211.722 220.197 228.795 245.108 253.908 262.708 277.658 286.458 295.258 310.208 319.008 327.808 342.758 351.558 360.358 375.308 384.108 392.908 407.858 416.658 425.458 440.408 449.208 458.008 472.500 481.148 489.818 504.287 512.767 521.265 535.787 543.925 552.077 566.505 573.790 581.090 595.763 601.578 607.458 623.147 626.167 629.277 651.000 651.000 651.000
6.5 260 0.929 40.667 84.249 124.490 164.892 204.827 240.851 275.028 307.578 340.128 372.678 405.228 437.778 470.328 501.996 533.230 563.568 591.352 615.760 633.785 651.000
8.25 330 2.388 51.667 97.794 139.8317 181.619 222.6837 259.4193 294.0767 326.9383 359.4883 392.0383 424.5883 457.1383 489.6883 521.224 552.2163 581.8577 607.7933 629.338 641.9833 652.3603
setiap baris, di copy di auto cad, ketik SPLI 0,0 0,40 0,80 32.55,0 32.735,40 33.136666 65.1,0 66.913333 69.265,80 97.65,0 101.055,40104.89333 130.2,0 135.22833 141.32,80 162.75,0 169.57,40 177.135,80 195.3,0 203.3,40 211.72166 227.85,0 236.31166 245.10833 260.4,0 268.86166 277.65833 292.95,0 301.41166 310.20833 325.5,0 333.96166 342.75833 358.05,0 366.51166 375.30833 390.6,0 399.06166 407.85833 423.15,0 431.61166 440.40833 455.7,0 463.875,40472.5,80 488.25,0 495.865,40504.28666 520.8,0 527.72833 535.78666 553.35,0 559.32666 566.505,80 585.9,0 590.17,40 595.76333 618.45,0 620.34666 623.14666 651,0 651,40 651,80
0.7
HYDROSTATIC AND BONJEAN
PPNS - ITS
copy di auto cad, ketik SPLINE lalu Ctrl-V (paste) 0,120 0,160 0.9286666 2.388,330 33.695,12035.176666 40.667,26051.667,330 72.15,120 77.041666 84.249333 97.794,330 109.64,120116.14166 124.49033 139.831666666667,330 148.12,120155.72166 164.89166 181.619,330 185.015,12193.21166 204.827,26222.683666666667,330 220.19666 228.795,16240.85133 259.419333333333,330 253.90833 262.70833 275.02833 294.076666666667,330 286.45833 295.25833 307.57833 326.938333333333,330 319.00833 327.80833 340.12833 359.488333333333,330 351.55833 360.35833 372.67833 392.038333333333,330 384.10833 392.90833 405.22833 424.588333333333,330 416.65833 425.45833 437.77833 457.138333333333,330 449.20833 458.00833 470.32833 489.688333333333,330 481.14833 489.81833 501.996,26521.224,330 512.76666 521.265,16533.23033 552.216333333333,330 543.925,12552.07666 563.56833 581.857666666667,330 573.79,120581.09,160591.352,26607.793333333333,330 601.57833 607.45833 615.76033 629.338,330 626.16666 629.27666 633.78466 641.983333333333,330 651,120 651,160 651,260 652.360333333333,330
HYDROSTATIC AND BONJEAN
PPNS - ITS
J BONJEAN CALCULATION Number of S =1 Ordinates Y1=Y1xS 0 3.98 1 5.49 2 6.49 3 7.3 4 7.98 5 8.38 6 8.63 7 8.8 8 8.8 9 8.8 10 8.8 11 8.8 12 8.8 13 8.8 14 8.75 15 8.62 16 8.32 17 7.4 18 6 19 3.32 20 0
HYDROSTATIC AND BONJEAN
5.4 mWL ~ UPPER DECK S= 4 S=1 Y2 Y2xS Y3=Y3xS 0.000 0 0 19.000 5.51 4.75 23.960 6.49 5.99 27.360 7.18 6.84 29.960 7.68 7.49 32.200 8.12 8.05 33.600 8.41 8.4 34.520 8.63 8.63 35.200 8.8 8.8 35.200 8.8 8.8 35.200 8.8 8.8 35.200 8.8 8.8 35.200 8.8 8.8 35.200 8.8 8.8 34.960 8.74 8.73 34.520 8.63 8.64 33.240 8.31 8.32 29.880 7.47 7.56 24.600 6.15 6.43 14.880 3.72 4.16 2.440 0.61 1.27
H= SYxS 3.980 30.000 36.940 41.840 45.620 48.700 50.640 51.950 52.800 52.800 52.800 52.800 52.800 52.800 52.440 51.780 49.880 44.840 37.030 22.360 3.710
h (H - 5.4m) 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200 2.200
7.6 2/3 x h/2 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733 0.733
m AREA (2/3xh/2xSYS) 2.919 22.000 27.089 30.683 33.455 35.713 37.136 38.097 38.720 38.720 38.720 38.720 38.720 38.720 38.456 37.972 36.579 32.883 27.155 16.397 2.721
AREA 0 ~ 5.4 mWL 1.857 16.234 38.299 53.681 69.383 84.154 91.103 94.357 94.357 94.357 94.357 94.357 94.357 94.357 92.592 89.961 85.537 76.004 59.721 30.669 0.000
PPNS - ITS
SCALE OF AREA 1cm Number of Ordinates 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
HYDROSTATIC AND BONJEAN
AREA 0 ~ 1 mWL 0.0 0.0 0.1 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.3 0.2 0.0
AREA 0 ~ 2 mWL 0.0 0.0 0.3 0.6 0.9 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.2 1.1 0.8 0.4 0.0
25 AREA 0 ~ 3 mWL 0.0 0.1 0.6 1.0 1.4 1.8 2.0 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.0 2.0 1.9 1.6 1.3 0.6 0.0
5m2 AREA 0 ~ 4 mWL
AREA 0 ~ 5.4 mWL 0.0 0.2 1.0 1.5 2.0 2.4 2.7 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.7 2.6 2.5 2.2 1.7 0.9 0.0
AREA 0 mWL ~ Upper Deck
0.07 0.65 1.53 2.15 2.78 3.37 3.64 3.77 3.77 3.77 3.77 3.77 3.77 3.77 3.70 3.60 3.42 3.04 2.39 1.23 0.00
0.2 1.5 2.6 3.4 4.1 4.8 5.1 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.2 5.1 4.9 4.4 3.5 1.9 0.1
PPNS - ITS
TOTAL AREA 0 ~ Upper Deck 4.776 38.234 65.388 84.363 102.838 119.867 128.239 132.453 133.077 133.077 133.077 133.077 133.077 133.077 131.048 127.933 122.115 108.887 86.876 47.067 2.721
HYDROSTATIC AND BONJEAN
PPNS - ITS
0 mWL ~ Upper Deck
HYDROSTATIC AND BONJEAN
PPNS - ITS
PERHITUNGAN TEBAL PELAT 1. TEBAL PELAT DASAR ( BOTTOM PLATE ) tb1 1,9 x nf x a Ö(Pb/dpl) + tk 9.7 mm tb2 1.21*Ö(Pb*K)+tk 11.99 mm dari tb1 dan tb2 tebal yang digunakan t =
dimana
12.00 mm
2. TEBAL PELAT LUNAS ( KEEL PLATE ) t tb + 2 11.70 mm 3. TEBAL PELATSISI ( SHELL PLATE ) ts1 = 18.3*nf*a*Ö(Ps/dPl)+tk = mm ts2 = 1.21*a*Ö(Ps*K)+tk 7.3 mm tebal yang digunakan = dimana Ps 10*(T-z)+Po*Cf*(1+z/T) 70.5 KN / m^2 dPl = 140,855 4. TEBAL SHEERSTRAKE t 0.5*(tD + ts) dimana 8.4 mm tebal yang digunakan 8.00 mm 3. TEBAL PELAT BILGA ( BILGE PLATE ) tebal pelat bilga = tebal pelat dasar = Teba
8.00
HYDROSTATIC AND BONJEAN
8.00 mm
f= 1.0 Cl = 0.9 co = 10.75 - [300-L\100]^1.5 = 7 Cb = 1 Po = 2.1 x (Cb+0.7) x Co x Cl x f = 19.20 [KN/m^2] Pb = 10*T +P0*cf 75.20 KN / m^2 nf = 0.83 for longitudinal frame ao = L / 500 +0.48 0.64 dipakai 0. 65 m tk = 1.5 mm dpl = dperm - 0.98*dLb = 135.385 dimana : dLb = 120 / K = 131.87 dperm = 230 / K = 252.75 L=96% -- 97% X LPP =
tD
78.62
(4.5+0.05*L)*ÖK 8.80 mm
10.0 mm
tb+tk+ts+tss+tbg/5 = 9.60 mm tebal yang digunakan =
10 mm
PPNS - ITS
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