laporan tugas gambar lines plan

8/17/2019 Laporan Tugas Gambar Lines Plan

1/18

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Laporan Tugas Rencana Garis

1. UKURAN UTAMA KAPAL :

Type kapal : General Cargo

Lpp : 84,80 m

B : 14,46 m

H : ,!4 m

T : 6,"# m

C$ : 0,1

%s : 1",!0 &no'

()T : 4"00 Ton

*+eer : *'anar'

C+am$er : 0,0" B

". PERHITUNGAN RENCANA GAR-*

Lpp : 84,80 m

Panjang Garis Air (Lwl) :

= Lpp + 2 % Lpp

= 84,80 + (0,02 * 84,80) m

= 86,49 m

Panjang Diplacement :

L isp / Ll 2Lpp3 m

/ 86,4 284,803 m

8!,64! m

Jarak Tiap Station :

L

m

4,"4 m

Arif kaswanto


2/18

"


Koefsien Blok Garis Air :

5 l / 5pp

/ 0,1

0,6

Volume displacement :

%isp Ll / B / T / 5l

86.4 / 14.46 / 6."# / 0.6

!#6,14 m

#

Koefsien Gading Besar :

0,1

Koefsien Luas Garis Air :

7

0,81

Luas Midsip :

m B / T /

14.46 9 6."# 9 0.1

81, m"

Arif kaswanto


3/18

#


3. MENENTUKAN LUAS TIAP SECTIONa. Luas Station

Luas rea "/1#/+/;+ ?

+ 0." mLuas rea 0.48 m"

*TT-=> 1

@.* Am3 . @*

Base Line 0.1" 0.! 0.06

)L 0.!m 0."6 " 0.!"

)L 1.0m 0.#4 1 0.#4

)L 1.!m 0.! " 1

)L ".0m 0.6" 1.! 0.#

)L #.0m 1.0 4 4."8

)L 4.0m 1.6 1.1" 1.")L !.1"m ".4 4.1" .888

)L 6."#m #.!" 1.1" #.4"4

"".!"4

luas 1!.16 m"

*TT-=> "

A m3 @.* Am3 . @*

Base Line 0.#8 0.! 0.1

Arif kaswanto

Y (m) F.S Y(m) .

FS

0.! 1 0.!

1.18 4 4."1.8 1 1.8

.11


4/18

4


)L 0.!m 0." " 1.84

)L 1.0m 1.4 1 1.4

)L 1.!m 1. " #.4

)L ".0m " 1.! #

)L #.0m ". 4 10.8)L 4.0m #.4 1.1" #.808

)L !.1"m 4." 4.1" 1.#04

)L 6."#m 4.8 1.1" !.#6

4.118

luas #1.41" m"

*TT-=> #

A m3 @.* Am3 . @*

Base Line 1.18 0.! 0.!

)L 0.!m ".#4 " 4.68

)L 1.0m ".8 1 ".8

)L 1.!m #.4 " 6.8

)L ".0m #.84 1.! !.6

)L #.0m 4.4 4 1.6

)L 4.0m 4.8 1.1" !.!6)L !.1"m !.41 4.1" ""."8"

)L 6."#m !. 1.1" 6.#84

".6608 luas 48.44 m"

*TT-=> 4

A m3 @.* Am3 . @*

Base Line ".4! 0.! 1.""!)L 0.!m #.8 " .!6

)L 1.0m 4.46 1 4.46

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!


)L 1.!m 4. " .8

)L ".0m !."6 1.! .8

)L #.0m !.1 4 "".84

)L 4.0m 6.0" 1.1" 6.4"4

)L !.1"m 6.#1 4.1" "!.")L 6."#m 6. 1.1" .8"88

4.#4#4

luas = 62.89 m2

*TT-=> !

luas ".#1 m"

*TT-=> 6

A m3 @.* Am3 .

@*

Base Line 4.!4 0.! "."

)L 0.!m !. " 11.!4

)L 1.0m 6."8 1 6."8

)L 1.!m 6.# " 1#.46

)L ".0m .1 1.! 10.6!

)L #.0m ."# 4 "8.")L 4.0m ."# 1.1" 8.06)L ."# 4.1" ".86

Arif kaswanto

A m3 @.* Am3 .

@*

Base Line #.# 0.! 1.86!

)L 0.!m ! " 10

)L 1.0m !.!! 1 !.!!

)L 1.!m !." " 11.84

)L ".0m 6." 1.! .#

)L #.0m 6.!4 4 "6.16

)L 4.0m 6.# 1.1" .!#6)L

!.1"m 6.8 4.1" "8.#868)L6."#m 6. 1.1" .8"88

108.468

"


6/18

6


!.1"m)L

6."#m ."# 1.1" 8.06

11.10"

8

luas .40 m"

*TT-=>

A m3 @.* Am3 .

@*

Base Line !.1# 0.! ".!6!

)L 0.!m 6.# " 1".6)L 1.0m 6. 1 6.

)L 1.!m 6. " 1#.8

)L ".0m .0# 1.! 10.!4!

)L #.0m .0 4 "8."8

)L 4.0m ."# 1.1" 8.06)L

!.1"m ."# 4.1" ".86)L

6."#m ."# 1.1" 8.06

1"0.4"

8

luas 80.#1 m"

*TT-=> 8

A m3 @.* Am3 .

@*

Base Line !.#8 0.! ".6

)L 0.!m 6.6 " 1#."

)L 1.0m 6. 1 6.

)L 1.!m .14 " 14."8

)L ".0m ."# 1.! 10.84!

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)L #.0m ."# 4 "8."

)L 4.0m ."# 1.1" 8.06)L

!.1"m ."# 4.1" ".86)L

6."#m ."# 1.1" 8.06

1"".88

8

luas 81."!" m"

*TT-=> 1"

A m3 @.* Am3 .

@*

Base Line !.48 0.! ".4

)L 0.!m 6.8 " 1#.4

)L 1.0m .1" 1 .1"

)L 1.!m ." " 14.4

)L ".0m ."# 1.! 10.84!

)L #.0m ."# 4 "8."

)L 4.0m ."# 1.1" 8.06)L

!.1"m ."# 4.1" ".86)L

6."#m ."# 1.1" 8.06

1"#.4

8

luas 8".4 m"

*TT-=> 1#

A m3 @.*

Am3 .

@*Base Line !.#6 0.! ".68

)L 0.!m 6.61 " 1#.""

Arif kaswanto


8/18

8


)L 1.0m 1

)L 1.!m .16 " 14.#"

)L ".0m ."# 1.! 10.84!

)L #.0m ."# 4 "8."

)L 4.0m ."# 1.1" 8.06)L

!.1"m ."# 4.1"".8

6)L

6."#m ."# 1.1" 8.06

1"".6

8

luas 81. m"

*TT-=> 14

A m3 @.* Am3 .

@*

Base Line !.18 0.! ".!

)L 0.!m 6.#4 " 1".68

)L 1.0m 6.# 1 6.#

)L 1.!m 6.88 " 1#.6)L ".0m 6.4 1.! 10.41

)L #.0m .0! 4 "8."

)L 4.0m .1! 1.1" 8.008)L

!.1"m ." 4.1" ".664)L

6."#m ."# 1.1" 8.06

1"0.1#

6

luas 80.0 m"

*TT-=> 1!

A m3 @.* Am3 .

@*

Arif kaswanto


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Base Line 4.6 0.! ".#

)L 0.!m !.8 " 11.6

)L 1.0m 6."" 1 6.""

)L 1.!m 6.41 " 1".8"

)L ".0m 6.! 1.! .!)L #.0m 6.6# 4 "6.!"

)L 4.0m 6.# 1.1" .!#6)L

!.1"m 6.8" 4.1" "8.084)L

6."#m 6.88 1.1" .0!6

11".!!1

6

*TT-=> 16

A m3 @.* Am3 .

@*

Base Line #.! 0.! 1.!

)L 0.!m 4.84 " .68

)L 1.0m !.# 1 !.#)L 1.!m !.!8 " 11.16

)L ".0m !.6! 1.! 8.4!

)L #.0m !.8 4 "#.1"

)L 4.0m !. 1.1" 6.608)L

!.1"m 6 4.1" "4.")L

6."#m 6.0 1.1" 6.84

.014

luas 6!.1# m"

*TT-=> 1

Arif kaswanto

luas

!.0#

44 m"


10/18

10


A m3 @.* Am3 .

@*

Base Line ".1" 0.! 1.06

)L 0.!m #."8 " 6.!6

)L 1.0m #.8# 1 #.8#

)L 1.!m 4.1# " 8."6

)L ".0m 4." 1.! 6.40!

)L #.0m 4.4! 4 1.8

)L 4.0m 4.!8 1.1" !.1"6)L

!.1"m 4.# 4.1" 1.486)L

6."#m 4.88 1.1" !.46!6

#.8

luas 4.## m"

*TT-=> 18

A m3 @.* Am3 .

@*

Base Line 0. 0.! 0.#!

)L 0.!m 1.6 " #.#8)L 1.0m ".1# 1 ".1#

)L 1.!m ".# " 4.4

)L ".0m ".!" 1.! #.8

)L #.0m ".! 4 11

)L 4.0m ".! 1.1" #.#04)L

!.1"m #.18 4.1" 1#.1016)L

6."#m #."" 1.1" #.6064

4!.#"

luas #0."6 m"

*TT-=> 1

Arif kaswanto


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A m3 @.* Am3 .

@*

Base Line 0 0.! 0

)L 0.!m 0.# " 0.6

)L 1.0m 0.!# 1 0.!#

)L 1.!m 0.# " 1.46

)L ".0m 0.86 1.! 1."

)L #.0m 1.04 4 4.16

)L 4.0m 1." 1.1" 1.#44)L

!.1"m 1.4# 4.1" !.816)L

6."#m 1.! 1.1" 1.6

1."#!6

luas 11.4 m"

!. Main Pa"t

No #uas F .S P"o$u%t F.M P"o$u%t

Arif kaswanto


12/18

1"


StationStation

(Y)(S)

(Y &S)(m)

( Y & S &M)

? 0.48 1 0.48 10 .48

1 1!.16 4 60.64 !4!.6

" #1.46 " 6"." 8 !0#.#6

# 48.4 4 1#.6 1#!!."

4 6".8 " 1"!.8 6 !4.68

! ".#1 4 "8."4 ! 1446."

6 .81 " 1!!.6" 4 6"".48

80.#1 4 #"1."4 # 6#."

8 81." " 16#.84 " #".68

8".4 4 #".6 1 #".6

10 8".4 " 164.8 ' 68!8.!"

11 8".4 4 #".6 1 #".6

1" 8".4 " 164.8 " #".6

1# 81. 4 #".88 # 8#.64

14 80.0 " 160.18 4 640."

1! !.0# 4 #00.1" ! 1!00.6

16 6!.1# " 1#0."6 6 81.!6

1 4.## 4 1.#" 1#81."4

18 #0."6 " 60.!" 8 484.16

1 11.4 4 4!.6 41#.64

@? 0 1 0 10 0

A #!8!.48 ' 684!.48' 1#.04

%olume (isplacemen' Dain ?ar' :

% isp / L / imana : L 4."4 m

/ 4."4 / #!8!.4 m

!068.0 m#

Le'ak LCB main par' :

LCB (isp / L

/ 4."4 m

0.01! m

%. Cont Pa"t

Arif kaswanto


13/18

1#


s'a'ion luas a3 @.* /@.* @D /@.*/D

a 0 1 0 # 0

$ 0.#8 4 1.!" " #.04

c 0.6 " 1.!" 1 1.!"

1.1! 1 1.1! 0 0

a 4.1 $ 4.!6

%olume con' par' :

% cp / L / a imana L 0.!6 m

/ 0.!6 / 4.1

0.8 m#

Le'ak LCB con' par' :

LCB cp / 0.!6 m

/ 0.!6 m

0.60 m

o#um* tota# +

%1 % isp 2 con' % !068.0 2 0.8 m#

!068.8! m#

,. PENGECEKAN OLUME -AN RENCANA GARIS AIR MUATa. PENGECEKAN OLUME -ISPLACEMENT

&oreksi Eolume isplacemen' :

Arif kaswanto


14/18

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F% / 100

/ 100

0.01! 0.! memenu+i syara' 3

!. PENGECEKAN LUAS GARIS AIR

) Main /a"t

No Station(Y)

F .S P"o$u%t

Station (S) (Y &S)

? 1.8 1 1.81 #.!" 4 14.08

" 4.8 " .6

# !.1 4 "".84

4 6.!1 " 1#.0"

! 6. 4 ".6

6 ."# " 14.46

."# 4 "8."

8 ."# " 14.46

."# 4 "8."

10 ."# " 14.46

11 ."# 4 "8."

1" ."# " 14.46

1# ."# 4 "8."

14 ."# " 14.46

1! 6.88 4 ".!"

16 6.0 " 1".14

1 4.88 4 1.!"

18 #.4" " 6.84

1 1.! 4 @? 0 1 0

A #!0.#

Luas garis air mua' posisi main par' :

1 " / / /

" / / #!0.# / 4."4

0.18 m"

Arif kaswanto


15/18

1!


0) Cont /a"t

No Station

(Y)

F .S P"o$u%t

Station (S) (Y &S)

a 0." 1 0."

$ 1.#! 4 !.4

c 1.! " #.14

1.8 1 1.8

A 11."6

Luas garis air cont part :

A2 = 2 * * L * A !imana L = 0."6 mƩ

= 2 * #$ * 0."6 * ##.26

= 4.20 m2

Luas total garis air :

l 1 2 "

0.18 2 4."0 m"

4.#8 m"

3) Ko*1si*n Ga"is Ai"

C

0.

2. PERHITUNGAN RA-IUS 'ILGA SHEER -AN CHAM'ER

a. P*"4itun5an "a$ius !i#5a +

B 14.46 m T 6."# m

Arif kaswanto


16/18

16


a rise oI Joor K 0.1& = 4" o

'g & = #

=

=

= 2.08 mm

b. Perhitungan sheer

nggunaan sr stan!art :

%. P*"4itun5an %4am!*"

+ 0.0" B 0.0" /

14.46 m 0."8 m

Arif kaswanto

*TT-=> 'inggi A

? "! L # 2 10 3 "#.#

16 L ari ? 11.1 L# 2 10 3 40.61# L ari ? ".8 L# 2 10 3 10#.41

mis+ip 0 0.00

1# L ari @? !.6 L# 2 10 3 "06.8#

16 L ari @? ""." L# 2 10 3 81."

@? !0 L# 2 10 3 1846.4


17/18

1


6. MERENCANAKAN 'ENTUK STERN KAPAL

a. K*mu$i

?er+i'ungan Luas kemui menuru' >.% :

F

.1" m"

Tinggi aun kemui : luas $agian $alansir:

+ 0. T FM F ! 0. / 6."# .1" !

+ 4.#6 m 1.8" m"

le$ar aun kemui : le$ar $agian $alansir :$ F + $M FM +

.1" 4.#6 1.8" 4.#6 $ ".0 m 0.41 m

!. P"o/*#*" C#*a"*n%*

( prop engan peneka'an

0.6 0. 3 T

0. / 6."# 4.#6 m0.#!( ".18 m

a 0.10 ( 4#6 mm

$ 0.0 ( ## mm

c 0.1 ( 41 mm

0.1! (

6!" mm

e 0.04 ( 14 mm

Arif kaswanto


18/18

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%. -iam*t*" Po"os

( 0.! / 16( 0.! / 16 4.#6 3 m 0.#6# m

Arif kaswanto

laporan tugas gambar lines plan

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