Trim DiagramNaval Architecture and Marine Engineering UI

Fajri Ashfi Rayhan1206247625

Dimension @ Full Load LNG Mossg : 1.025 Lpp : #REF! GT (ton) :

Cw : #REF! H : #REF! NT (ton) :

#REF! GK : #REF!

#REF! #REF!

P (ton) : #REF! #REF!

50 #REF!1.1917536

Wl MK GK MGWL 1 #REF! #REF! #REF! #REF! #REF!WL 2 #REF! #REF! #REF! #REF! #REF!WL 3 #REF! #REF! #REF! #REF! #REF!WL 4 #REF! #REF! #REF! #REF! #REF!

SatuanT MCT La' = (LPP/2)-x P. La'

mt.m/m m m t.m

1 2 3 = (Lpp/2)-2 4 = P. 3WL 1 #REF! #REF! #REF! #REF! #REF!WL 2 #REF! #REF! #REF! #REF! #REF!WL 3 #REF! #REF! #REF! #REF! #REF!WL 4 #REF! #REF! #REF! #REF! #REF!

SatuanT dT dTv = dTa dTh = dTf lh = Lf

m(m) (m) (m) (m)11 10 + 11 = 12 9 - 11 = 13 Lpp/2 + 2 = 14

WL 1 #REF! #REF! #REF! #REF! #REF!WL 2 #REF! #REF! #REF! #REF! #REF!WL 3 #REF! #REF! #REF! #REF! #REF!WL 4 #REF! #REF! #REF! #REF! #REF!

TRIMdTv=dTa Tv=Ta Th=Tf dTh=dTf

(m) (m) (m) (m)WL 1 #REF! #REF! #REF! #REF!WL 2 #REF! #REF! #REF! #REF!WL 3 #REF! #REF! #REF! #REF!WL 4 #REF! #REF! #REF! #REF!

xL : V (m3) :

Go Gj : Δ (ton) : Sf (m3/ton) :

Vbeban (m3) :

j : Sf (m3/ton) :tanj = aj :

tanj = aj BoBj

Bj→Q = x

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1.000 Diagram Trim

A- WL 1A - WL 2A - WL 3A - WL 4F - WL 1F - WL 2F - WL 3F - WL 4

1 20.000

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A- WL 1A - WL 2A - WL 3A - WL 4F - WL 1F - WL 2F - WL 3F - WL 4

Trim DiagramNaval Architecture and Marine Engineering UI

Fajri Ashfi Rayhan1206247625

LNG Moss#REF!#REF!

#REF!

#REF!

Bo = Fo Bwl Lwl IL Awl#REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF!

t = (P.La')/MCT Lf = (LPP/2)+lw Lf/Lpp tf = (t.lf)/Lpp ta = t - tfm m m - m m

5 = 4/1 6 7 = (LPP/2)+6 8 = (7/Lpp) 9 = 5.8 10 = 5-9#REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF!

P x Lh = P x Lf t th = tf tv = ta Th = Tf Tv = Ta(t.m) (m) (m) (m) (m) (m)

P . 14 = 15 15 : 1 = 16 8 x 16 = 17 16 - 17 = 18 17 + 11 = 19 18 - 11 = 20

#REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF!

SatuanT MCT

Awlm

t.m/m1

WL 1 #REF! #REF! #REF!WL 2 #REF! #REF! #REF!WL 3 #REF! #REF! #REF!WL 4 #REF! #REF! #REF!

Volume (m3)

Gj→Q = lw

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1.000 Diagram Trim

A- WL 1A - WL 2A - WL 3A - WL 4F - WL 1F - WL 2F - WL 3F - WL 4

1 20.000

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A- WL 1A - WL 2A - WL 3A - WL 4F - WL 1F - WL 2F - WL 3F - WL 4

Floodable LengthNaval Architecture and Marine Engineering UI

TRIANA YUSMAN1406533081

Dimensi KapalLPP : 187.98 m

B : 23.98 mH : 14.98 mT : 10.45 m

Cb : 0.61

17.00 m

16.90 mt : 2.6125 m

Margin Line( 3'') : 2.6125 m

CbAP 15%LPP

m a m a0.08 0.15 39.400 40.600 0.248 0.273 54.900 56.400 0.041

0.610FP 85%LPP

m a m a0.16 0.30 36.800 40.200 0.365 0.365 55.600 60.400 0.087

Karena Nilai ZA" dan ZF" diantara nilai yang didapat dari interpolasi di atas sehingga terjadi proses interpolasi untuk mendapatkan ZA" dan ZF" rancangan

Cb

Za ''AP 15%Lpp 20%Lpp 30%Lpp

m a m a m a m a0.15 40.6 0.273 56.4 0.074 56.7 0.044 66 0.06

0.128 40.22579 0.2652 55.93223 0.0637 55.9204 0.0355802 65.0021 0.053760.08 39.4 0.248 54.9 0.041 54.2 0.017 62.8 0.04

0.610

Zf ''50%L 60%L 70%L 80%L

m a m a m a m a0.3 99.700 -0.015 82.000 -0.041 55.900 0.045 55.600 0.076

0.16 98.200 -0.015 69.500 0.007 51.400 0.032 48.400 0.073

ZF :

ZA :

Pada Tabel Webster Cb Kapal Rancangan diantara Cb 1 : 0.6 dan Cb 2 : 0.62 sehingga terjadi proses interpolasi

ZA "

ZF "

0.610

0.13 97.879 -0.015 66.821 0.017 50.436 0.029 46.860 0.072

AP 15 20 30 40 45 50 60m 40.23 55.93 55.92 65.00 94.16 104.71 97.88 66.82a 0.265 0.0637 0.0356 0.054 -0.0102 -0.0176 -0.015 0.0173

m fAP 15% 20% 30% 40% 45% 50%0 28.20 37.60 56.39 75.19 84.59 93.99

l'0.63

0.30240336.242 32.50394 30 36.7485 43.665271 47.3335 44.6518

0.85 26.8617 24.09115 22.235 27.2371 32.363671 35.0825 33.09491 22.8324 20.47748 18.9 23.1516 27.509121 29.8201 28.1306

Data SheerH ' : 14.98f : 0.3024032

fb : 4.532.02

1.92

0.1349866

0.1281709

15%LPP 20%LPP 30%LPP 40%LPPa m a m a m

0.074 54.200 56.700 0.017 0.044 62.800 66.000 0.040 0.060 91.20085%LPP 80 %LPP 70%LPP 60%LPP

a m a m a m0.111 48.400 55.600 0.073 0.076 51.400 55.900 0.032 0.045 69.500

Karena Nilai ZA" dan ZF" diantara nilai yang didapat dari interpolasi di atas sehingga terjadi proses interpolasi untuk mendapatkan ZA" dan ZF" rancangan

40%Lpp 45%Lppm a m a

95.5 -0.009 104.9 -0.01794.1591 -0.010247 104.71289 -0.01762

91.2 -0.013 104.3 -0.01985%L FP

m a m a60.400 0.111 40.200 0.36555.600 0.087 36.800 0.365

ZF ' :

ZA ' :

ZF " :

ZA " :

: 0.62 sehingga terjadi proses interpolasi

0 20 40 60 80 100 120 140 160 180 2000

5

10

15

20

25

30

35

40

45

50

Floodable Curve

0.63 0.85 1

LPP

L'

54.571 0.082 36.071 0.365

70 80 85 FP50.44 46.86 54.57 36.070.029 0.072 0.0819 0.365

60% 70% 80% 85% FP112.79 131.59 150.38 159.78 187.98

l'33.9085 26.547853 27.875244 33.2854 38.21325.1322 19.676644 20.660475 24.6703 28.322621.3623 16.725147 17.561404 20.9698 24.0742

0 20 40 60 80 100 120 140 160 180 2000

5

10

15

20

25

30

35

40

45

50

Floodable Curve

0.63 0.85 1

LPP

L'

40%LPP 45%LPPm a m a

95.500 -0.013 -0.009 104.300 104.900 -0.019 -0.01760%LPP 50%LPP

m a m a82.000 0.007 -0.041 98.200 99.700 -0.015 -0.015

0 20 40 60 80 100 120 140 160 180 2000

5

10

15

20

25

30

35

40

45

50

Floodable Curve

0.63 0.85 1

LPP

L'

0 20 40 60 80 100 120 140 160 180 2000

5

10

15

20

25

30

35

40

45

50

Floodable Curve

0.63 0.85 1

LPP

L'