Lines Plan Fauzi

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CAN part st -2 -1 AP

A

FS 1 4 1

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

%A 0 13.75 37.5 58.13 76.25 88.75 95 98.13 99.8 100 100 100 100 100 99.3 96.9 92.88 80 56.88 24.38 0

A 0 21.24 57.93 89.79 117.79 137.1 146.75 151.58 154.17 154.48 154.48 154.48 154.48 154.48 153.4 149.69 143.47 123.58 87.86 37.65 0

A slps skala 0 60.69 165.51 256.54 336.54 391.71 419.29 433.09 440.48 441.36 441.36 441.36 441.36 441.36 438.27 427.68 409.92 353.09 251.03 107.58 0

S

∑1=

1 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 1 7036.89

AxS 0 84.96 115.86 359.16 235.58 548.39 293.51 606.32 308.34 617.91 308.95 617.91 308.95 617.91 306.79 598.75 286.94 494.33 175.72 150.62 0 ∑2=

Principle dimaintion Lpp (m) = B (m) = T (m) = H (m) = Cb (m) =

V displacement rumus =

109.89 20.04 7.78 8.98 0.76

B x T x Lpp x Cb

Vtabel =

1/3 x h x S1

Koreksi V dis =

| V disp rumus - V disp tabel | | ---------------------------- | x 100 % | V disp rumus |

LCB Formula =

Pembacaan Diagram x L

13021.14

LCB tabel Coef midship (Cm) =

=

(∑2 / ∑1) x h

=

| LCB rumus - LCB tabel | | --------------------| * 100 % | L disp |

0.08Cb + 0.93 0.99

Koreksi LCB Keluasan midship =

B x T x Cm 154.48

Coef Prismatik (cp) =

A/2T = (A x 1000 / 200) / (2T)

V disp / ( luas midship x Lpp) 0.77

B /2 = (B/2) x 1000 / 200 LWL =

> 1.04 daripada Lpp Lpp x 1.04

50.1 43.96

Lpp design = Lpp x 0.4 114.29 A = (%A) x keluasan midship / 100

L dis =

(LWL + Lpp) / 2 (114.2856 + 109.89) / 2

B (m) 112.09

V dis table =

1/3 x h x ∑1

50.1

(1/3) x (112.0878 / 20) x 7036.890781 13145.83 Koreksi V dis =

-0.01 < 0.5

pembacaan diagram = LCB formula =

Memenuhi

1.97 pembacaan diagram / 100 x L dis 2.21

LCB table = 2.12 koreksi LCB =

h=

0.04 < 0.1

Memenuhi

L dis/20 5.6

ℓ = LCB / Ldis sudut masukan =

0.02 Cp + (1.04 + Cp ) ℓ 0.8 rujuk pada graf cp sudut masukan adalah 28.125 o

n -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 2665.04

Axsxn 0 -764.66 -926.86 -2514.11 -1413.46 -2741.97 -1174.03 -1818.97 -616.67 -617.91 0 617.91 617.91 1853.72 1227.17 2993.76 1721.65 3460.28 1405.74 1355.54 0

A/2T 0 6.83 18.61 28.85 37.85 44.05 47.16 48.71 49.54 49.64 49.64 49.64 49.64 49.64 49.29 48.1 46.1 39.71 28.23 12.1 0

el | x 100 % |

Diagram x Ldis

0%

< 0.5

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

%A 0 13.75 37.5 58.13 76.25 88.75 95 98.13 99.8 100 100 100 100 100 99.3 96.9 92.88 80 56.88 24.38 0

Prienciple dimaintion Lpp (m) = B (m) = T (m) = H (m) = Cb (m) =

V displacement rumus =

A 0 21.24 57.93 89.79 117.79 137.1 146.75 151.58 154.17 154.48 154.48 154.48 154.48 154.48 153.4 149.69 143.47 123.58 87.86 37.65 0

109.89 20.04 7.78 8.98 0.76

B x T x Lpp x Cb 13021.14

Coef midship (Cm) =

0.08Cb + 0.93 0.99

Keluasan midship =

B x T x Cm 154.48

Coef Prismatik (cp) =

V disp / ( luas midship x Lpp)

0.77 LWL =

> 1.04 daripada Lpp Lpp x 1.04 114.29

L dis =

(LWL + Lpp) / 2 (114.2856 + 109.89) / 2 112.09

V dis table =

1/3 x h x ∑1 (1/3) x (112.0878 / 20) x 7036.890781 13145.83

Koreksi V dis =

-0.01 < 0.5

pembacaan diagram =

1.97

LCB formula =

2.21

LCB table =

2.12

koreksi LCB =

0.04 < 0.1

h=

L dis/20 5.6

S 1 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 1 ∑1=

AxS 0 84.96 115.86 359.16 235.58 548.39 293.51 606.32 308.34 617.91 308.95 617.91 308.95 617.91 306.79 598.75 286.94 494.33 175.72 150.62 0 7036.89

n -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 ∑2=

Axsxn 0 -764.66 -926.86 -2514.11 -1413.46 -2741.97 -1174.03 -1818.97 -616.67 -617.91 0 617.91 617.91 1853.72 1227.17 2993.76 1721.65 3460.28 1405.74 1355.54 0 2665.04

Vtabel =

1/3 x h x S1

Koreksi V dis =

| V disp rumus - V disp tabel | | ---------------------------- | x 100 % | V disp rumus |

LCB Formula =

LCB tabel

Koreksi

Pembacaan Diagram x Ldis

=

=

(∑2 / ∑1) x h | LCB rumus - LCB tabel | | --------------------| * 100 % | L disp |

< 0.5

Memenuhi

Memenuhi

station -2 -1 0

%A

0

1

13.75

21.24

4

84.96

2 3 4 5

37.5 58.13 76.25 88.75

57.93 89.79 117.79 137.1

2 4 2 4

115.86 359.16 235.58 548.39

6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

95 98.13 99.8 100 100 100 100 100 99.3 96.9 92.88 80 56.88 24.38 0

146.75 151.58 154.17 154.48 154.48 154.48 154.48 154.48 153.4 149.69 143.47 123.58 87.86 37.65 0

2 4 2 4 2 4 2 4 2 4 2 4 2 4 1

293.51 606.32 308.34 617.91 308.95 617.91 308.95 617.91 306.79 598.75 286.94 494.33 175.72 150.62 0

lengkung besar station dan A slepas skala station -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

A

S

0

1

450 425 400 375 350 325 300 275 250 225 200 175

AxS

0

300 275 250 19 20

225 200

b max 50.1 50.1 50.1 50.1 50.1 50.1 50.1 50.1 50.1 50.1 50.1 50.1

-2 -1 0 1 2 3 4 5 6 7 8 9

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

0 24 32 37 40.5 43 45 46 47 48 48.8 49.2 49.2 49.2 49.2 49.2

lpp design

175 150 125 100 75 50 25 0 -2

-1

0

1

2

3

4

5

n

-10

Axsxn

0

A/2T 0 1 2

A slps skala 0 6.2 17.23

-9

-764.66

6.83

60.69

-8 -7 -6 -5

-926.86 -2514.11 -1413.46 -2741.97

18.61 28.85 37.85 44.05

165.51 256.54 336.54 391.71

-4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10

-1174.03 -1818.97 -616.67 -617.91 0 617.91 617.91 1853.72 1227.17 2993.76 1721.65 3460.28 1405.74 1355.54 0

47.16 48.71 49.54 49.64 49.64 49.64 49.64 49.64 49.29 48.1 46.1 39.71 28.23 12.1 0

419.29 433.09 440.48 441.36 441.36 441.36 441.36 441.36 438.27 427.68 409.92 353.09 251.03 107.58 0

x = 1 : 200 y = 1 : 350 sudut masukan 28.125o

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A/2T

B/2

0

x = 1 : 200 y = 1 : 350 sudut masukan

6.83 18.61 28.85 37.85 44.05 47.16 48.71 49.54 49.64 49.64 49.64 49.64 49.64 49.29 48.1 46.1 39.71 28.23 12.1 0

Column H Column I

Column H Column I

13

14

15

16

17

18

19

20

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