Peluncuran 2

8/17/2019 Peluncuran 2

1/48

BAB I

PERHITUNGAN BERAT DAN TITIK BERAT KAPAL KOSONG

Data kapal:

Type : General Cargo

Lpp = 86.57 m

Lwl = 89.100 mB = 14.6 m

= 8 m

T = 6.49 m

C!= 0.65

"# = 1$ %not

Berat kapal ko#ong & L'g(t )e'g(t Tonnage * pa+a #aat akan +'l,n-,rkan

mel'p,t':

Berat !a/a kapal +ar' l,na# #ampa' gela+ak terata#. Berat poop +e-k .

ore-a#tle +e-k.

Berat kamar me#'n.

Berat !al'ng!al'ng +an poro# +'l,ar kamar me#'n.

er('t,ngan penye!aran !erat +engan 2eto+e L'yo+ 3eg'#ter 1964 +'!ag'

men/a+' +,a !ag'an ya't,:

1. enye!aran !erat #ampa' gela+ak terata#.

. enye!aran !erat !ag'an k(,#,#.

I.1. PENYEBARAN BERAT BAJA KAPAL DARI LUNAS

SAMPAI GELADAK TERATAS.

enye!aran !erat kapal #ampa' +engan gela+ak terata# ter+'r' +ar' +,a

!ag'an ya't,:

a. enye!aran !erat antara #ampa' +enagan .

!. enye!aran !erat pa+a !ag'an l,ar #ampa' +engan .

1


2/48

I.1.a. Penyebaran berat antara AP sama! "P

( berdasarkan LR 1964 hal : 70 )

+'+apatkan r,m,# :

m =

+'mana :

= & -1 B * & - D * & -$ + * & -4 )o t * -5 & .5 ( *

( sesuai dengan LR 1964 hal : 72 gambar I-b diperoleh )-1= 1.4 - = 1.100

-$ = 1.05 -4 = 1.100

-5= 5.6 ( sesuai dengan LR 1964 hal : 72 gambar 2 )

)o= 0.85 ( sesuai dengan LR 1964 hal : 72 gambar 1a )

t= 5 & /,mla( #ekat *

D = & t'ngg' kapal kapal #ampa' gela+ak ,tama *

+ = T & #arat kapal pen,( *

( =

= 100 ; mm <

= 1. ; m <

maka :

= & 1.41$ 17.6 * & 1.097 9. *& 1.05$ 7.6 * &1.104 0.$ 5 *

& 9.5* & .5 1.0 *

= $5.0

#e('ngga :

m = 4$.4

= 4$.4 $5.0

= 1$.158 ; ton m <

Dar' (arga m yang +'perole( +engan mem!,at ta!le +'mana (arga m

gam!ar $ +an 4 * (a#'lnya +'#'mp#onkan. 2aka +'perole( !erat kapal

ko#ong +an +an t't'k !erat ter(a+ap m'+#('p kapal.

4$.4 & Lpp104 * ; ton m <

t'ngg' +a#ar gan+a( sesuai dengan perencanaan penampang melintang )

& Lpp 104 *

& 110.6 104 *

+'kal'kan +engan (arga a ( harga a sesuai dengan LR 1964hal : 74 7!


3/48

>tat'on a ? = m.a # ?.# n ?.#.n

0 0.340 4.474 1 4.474 10 44.7$8

1 0.490 6.448 4 5.790 9 $.11

0.625 8.4 16.448 8 1$1.58

$ 0.725 9.540 4 $8.159 7 67.11

4 0.815

10.74 1.448 6 18.6885 0.880 11.579 4 46.$17 5 $1.585

6 0.935 1.$0$ 4.606 4 98.44

7 0.970 1.764 4 51.054 $ 15$.16

8 1.000 1$.158 6.$16 5.6$$

9 1.000 1$.158 4 5.6$$ 1 5.6$$

10 1.000 1$.158 6.$16 0 0.000

11 1.000 1$.158 4 5.6$$ 1 5.6$$

1 1.000 1$.158 6.$16 5.6$$

1$ 1.000 1$.158 4 5.6$$ $ 157.899

14 1.000 1$.158 6.$16 4 105.6615 0.985 1.961 4 51.84$ 5 59.17

16 0.940 1.$69 4.7$8 6 148.45

17 0.855 11.50 4 45.001 7 $15.008

18 0.705 9.77 18.55$ 8 148.45

19 0.460 6.05$ 4 4.11 9 17.901

0 0.140 1.84 1 1.84 10 18.4

657.649 8$.160

) +ar' = 1$ ( >1

= 1$ & 110.60 * 657.649

= 948.878$ ton

t't'k !erat & G * = Lpp0

= 8$.160 657.649 110.6 0

= 0.547$41 & +'+epan m'+#('p *

$

Tabe# .I. er('t,ngan !erat antara +an

>1= >

=

& > >

1 *


4/48

I.1.b. Penyebaran berat ba$!an #%ar AP &an "P

a. Berat '(ntr%'s! ba&an 'aa# &!be#a'an$ AP.

0.950 .1 m oop +e-k

ata#

.4 m tenga(

!awa(

1 $1 m

5.508 m

%eel

G

Berat +ar' ke !,r'tan

) = 0.011$$ m Lpp

= 0.011$$ 1$.158 86.57

= 1.906 ton T't'k !erat +ar' ke !,r'tan

LCG = Lpp @; 1 G1< ; G< ;$ G$


5/48

b. Berat '(ntr%'s! ba&an 'aa# &!&ean "P.

1.$5 m ore-a#tle +e-k

ma'n +e-k

$.4 m

6.4 m

Berat +ar' ke (al,an

) = 0.00175 m Lpp

= 0.00175 1$.158 86.57

= 1.99$ ton

T't'k !erat +ar' ke (al,an

LCG = Lpp 1$ L

= 4$.74 m

I.). BERAT POOP DE*K.

ata#

tenga(

!awa(

nt,k meng('t,ng !erat poop +e-k maka t'ngg' +ar' poop +e-k +'!ag'

men/a+' t'ga !ag'an +an pan/ang poop +e-k +'!ag' empat per('t,ngan

l,a# ma#'ngma#'ng !ag'an +'#a/'kan +alam !ent,k ta!el #e!aga'

!er'k,t:

5


6/48

o B > B.>

1 0 1 0 an/ang = 20.75 m

4.8 4 19. 5.1875 m

$ 6. 1.4 L,a# = $ 66.

4 6.9 4 7.6 = 8.9

5 7 1 766.

o B > B.>

1 0 1 0 an/ang = 20.75 m

5.1 4 0.4 5.1875 m

$ 6.$5 1.7 L,a# = $ 67.96

4 6.95 4 7.8 = $5.08

5 7.06 1 7.0667.96

o B > B.>

1 0 1 0 an/ang 20.75 m

5.4 4 1.6 5.1875 m

$ 6.5 1$ L,a# = $ 69.7

4 7 4 8 = 41.046 m

5 7.1 1 7.1

69.7

6

Tabe# I.).a. er('t,ngan l,a# poop +e-k !ag'an !awa(

∆L =

∆L

m

Σ1 =

Tabe# I.).!. er('t,ngan l,a# poop +e-k !ag'an tenga(

∆L =

∆L

m

Σ1 =

Tabe# I.).-. er('t,ngan l,a# poop +e-k !ag'an ata#

∆L =

∆L

Σ1 =


7/48

Bag'an L,a# &* > .>

ta# 8.94 1 8.9417 T'ngg' = . m

Tenga( $5.08 4 940.11$$ 1.1 m

Bawa( 41.046 1 41.0458 "ol,me = 1$ 1410.1

1410.101 = 517.0$7

) = 019 "ol,me ; ton <

= 0.19 517.0$7 ; ton <

= 66.80118 ; ton <

Lpoop = 0.75 m

+ = 4 !

) = & + ! * Lpoop

= & 5 !* 19

+'mana: ! = ) & 5 Lpoop *

= 1.88 ; ton m <

L,a# +an t't'k !erat #eg'empat :

1 = Lpoop !

= 0.75 1.88

= 6.7047

G1 = Lpoop

= 0.75

= 10.$75 ; m <

L,a# +an t't'k !erat #eg't'ga :

= & Lpoop * $ !

= 40.08071

G = Lpoop $

= 0.75 $

= 6.916667 ; m <

7

Tabe# I.).+. er('t,ngan ol,me poop +e-k

∆T =

∆T

Σ1 = m$

Berat poop +e-k :

T't'k !erat poop +e-k :

; m <

; m


8/48

T't'k !erat trape#',m :

G =

= 8.$ ; m <

Earak t't'k !erat ke m'+#('p :

F = &&Lpp* 45* & Lpoop G *

= $$.8$5 ; m <

I.+. BERAT "ORE*ASTLE DE*K.

ata#

tenga(

!awa(

nt,k meng('t,ng !erat H- +e-k maka t'ngg' +ar' H- +e-k +'!ag'

men/a+' t'ga !ag'an +an pan/ang poop +e-k +'!ag' empat per('t,nganl,a# ma#'ngma#'ng !ag'an +'#a/'kan +alam !ent,k ta!el #e!aga'

!er'k,t:

o B > B.>

1 0 1 0 an/ang = 1.4 m

1. 4 4.8 $.1 m

$ .4 4.8 L,a# = $ $0.

4 $.9 4 15.6 = 6.41$$

5 5 1 5

$0.

8

&& 1 G

1* &

G

** &

1

*

Tabe# I.+.a. er('t,ngan l,a# Hore-a#tle +e-k !ag'an !awa(

∆L =

∆L

m

Σ1=


9/48

o B > B.>

1 0 1 0 an/ang 1. m

1.$ 4 5. $.05 m

$ .6 5. L,a# = $ 10.4

4 4.1 4 16.4 = 1.147

5 5. 1 5.10.4

o B > B.>

1 0 1 0 an/ang 1 m

1.4 4 5.6 $ m

$ .8 5.6 L,a# = $ $$.8

4 4.$ 4 17. = 67.6

5 5.4 1 5.4$$.8

Bag'an L,a# &* > .>

ta# 6.41$$ 1 6.41$$$ T'ngg' = . m

Tenga( 1.1467 4 84.58667 1.1 m

Bawa( 67.6 1 67.6 "ol,me = 1$ 14.6

14.6 = 78.687

W = 0.0892 x Volume [ ton ]

= 0.0892 78.6867 ; ton <

= 7.0189 [ ton ]

LCG = & Lpp l# * & $ lH *

Dimana : ls = panjang F sampai se!at tu"#u!an

= 6.15

l$ = %2.& m

LCG = 41.168 m

9

Tabe# I.+.!. er('t,ngan l,a# Hore-a#tle +e-k !ag'an tenga(

∆L =

∆L

m

Σ1=

Tabe# I.+.-. er('t,ngan l,a# Hore-a#tle +e-k !ag'an ata#

∆L =

∆L

m

Σ1=

Tabe# I.+.+. er('t,ngan ol,me Hore-a#tle +e-k

∆T =

∆Τ

Σ1= m$

' (e#at $o#e)astle *e)! :

' +iti! "e#at poop *e)! :

m ( TR II Flodable Length )


10/48

I.,. PERHITUNGAN BERAT KAMAR MESIN

nt,k meng('t,ng !erat kamar me#'n a+ala( #e!aga' !er'k,t :

1. er('t,ngan ta(anan kapal.

. er('t,ngan +aya +orong motor pengerak ,tama. $. enent,an #pe#'H'ka#' +an !erat me#'n.

I.,.a. Per-!t%n$an Ta-anan Kaa#

& 2eto+e G,l+(amerarar+*

a. er('t,ngan (arga !'langan r,o+e & n * +an ngka 3enol+ & 3n *

n = "# g Lpp

"# = 1$ knot

= 6.687 m #

g = per-epatan graH'ta#' !,m'

= 9.81

n = 0.9

3n =

υ =

= 1.88 m#

= $.08

!. er('t,ngan kooHe#'en ta(anan !ent,k & Cr*

1.$$

( "ra#i$ bu$u %ahanan dan &ropolsi 'apal "*ar+ard hal 119)

BT = 146 , 6.49

= .50

Cr = 1.$$0

-. er('t,ngan kooHe#'en ta(anan ge#ek & CH*

CH = 0.075

= 1.781

10

m +t

"# Lpp υ

'#ko#'ta# k'nemat'# a'r la,t temperat,r 00 C

106

108

10$ Cr = 10$ Cr

& BT = .5 * 0.16 & BT .5 *

Cr& BT = .5 *

=

10$

& Log 3n *

10$


11/48

-. er('t,ngan kooHe#'en ta(anan tam!a(an kapal & Ca *

nt,k menent,kan Ca maka k'ta +apat meng'terpola#'kan +ata

>e!aga' !er'k,t:

Lwl ; m < Ca50 0.6

100 0.4

150 0.

50 0

2aka :

Ca = 0.18

+. er('t,ngan kooHe#'en ta(anan ,+ara & Caa *

,nt,k kapal ,m,m !e#arnya ta(anan ,+ara a+ala( :

Caa = 0.1

e. er('t,ngan kooH'#'en ta(anan kem,+' & Ca# *

%orek#' ta(anan kem,+' #ek'tar:

Ca# = 0.04

H. er('t,ngan ta(anan kapal total & 3t *

%oeHe#'en ta(anan kapal total +'+apatkan +engan men/,mla(kan

#el,r,( koeHe#'en ta(anan +'ata#:

CT = Cr CH Ca Caa Ca#

= 1.$$0 1.781 0.18 0.1 0.04

= $.$79

Ta(anan %apal Total

3t =

ma##a /en'# a'r la,t

= 1.05

> = wette+ #,ra-e area= 18$9.7908$4

= 14.49$ ; <

11

10$

10$

10$

10$ 10$ 10$ 10$

10$

0.5 ρ > "# CT

ρ =

; %gm$<

;m< ( %R II *drostastic and .on/ean )


12/48

I.,.b. Per-!t%n$an Daya D(r(n$ M(t(r Pen$era' Utama

a. er('t,ngan +aya kapal eHekt'H

I = 3T "#

=14.49$ 6.687

= 95.881 p

!. er('t,ngan +aya pa+a poro# ta!,ng !al'ng!al'ng

D =I

η

η = eHe#'en#' +aya +orong eHekt'H

= 0.614

=95.881

0.614

= 1555.979 p

!. er('t,ngan +aya pengerak ,tama pa+a kon+'#' pelayaran +'na#

Dar' kon+'#' karakter'#t'k +aera( pelayaran +'na# kapal maka ,nt,k

+aera( pelayaran pelayaran pa#'H'k #e!e#ar 0 J $0J

nt,k %apal 'n' +'am!'l (arga $0J

B = D $0 J D

= 1555.979 $0J 1555.979

= 0.77 p

I.,.. Penent%an ses!'as! &an berat mes!n

Ber+a#arkan B +ar' kapal k'ta +apat mem'l'( #pe#'ka#' me#'n yang

+'kel,arkan a!r'k me#'n #e!aga' !er'k,t :

D'am!'l +ar' katalog me#'n CTI3KLL3Type me#'n : Caterp'llar 2I $61

Daya : $0 p T'ngg' : .7$$ m

Berat : 15.68 ton Le!ar : 1.7 m

an/ang : 4.76 m

1


13/48

I.,.&. Penent%an berat 'amar mes!n

Berat kamar me#'n :

) = )m )ae & 0.044 Lpp 1.17 * le

)m = !erat me#'n= 15.68 ; ton<

)ae = !erat me#'n !ant,

=

= 0.56 15.680 0.7

= $.845$ ; ton<

le = pan/ang kamar me#'n

= 10.$ ; m <

) = 46.70784 ; ton<

T't'k !erat kamar me#'n :

D'#tr'!,#' !erat !er!ent, #eg' empat

LCG = & a 1 le * Lpp

a = /arak #ekat kamar me#' ke

= $.67 ; m <

= $4.465 m

I./. PERHITUNGAN BALING0BALING DAN POROS DILUAR KAMAR MESIN

Berat !al'ng!al'ng +an poro# :

) = L# & .0164 Lpp > *

L# = pan/ang poro# +'l,ar kamar me#'n

= $.67 ; m <

> =

L = pan/ang kapal & Lpp *

L# L = 0.044

= 0.55

= 7.9 ; ton<

1$

0.56 & B * 0.7

mer,pakan H,ng#' & L# L * ( LR hal 76 gambar !a )


14/48

T't'k !erat !al'ng!al'ng +an poro# :

D'#tr'!,#' !erat !er!ent, #eg' empat

LCG = & a 1 l# * Lpp

= $7.8

I.. PERHITUNGAN BERAT PELUN*URAN TOTAL

I..a. Per-!t%n$an berat 'aa# yan$ a'an &!#%n%r'an

Ber+a#arkan per('t,ngan !erat+an t't'k !erat yang tela( +'('t,ng +'ata#

k'ta +apat meng('t,ng !erat kapal yang akan +'l,n-,rkan #e!aga' !er'k,t:

o Bag'an Berat T't'k !erat ) LCG

& ) * & LCG *

1 Ba+an 948.8789 0.547 519.$60

Belakang 1.906 44.656 576.$$9

$ Depan 1.99$ 4$.74 87.18$

5 ore-a#tle 7.019 41.168 88.954

6 %amar me#'n 46.708 $4.465 1609.785

7 propeler +an poro# 7.9 $7.780 7$.111

8 poop +e-k 66.801 $$.8$5 60.18

Σ1 = 1091.5$5 Σ2 = $8$.955

Berat kapal yang +'l,n-,rkan = Σ1

= 1091.5$5 ton

T't'k !erat kapal & LCG * = Σ1 / Σ2

= $.50$ m

14

Tabe# I2. er('t,ngan !erat kapal yang akan +'l,n-,rkan


15/48

I..b. Per-!t%n$an berat 'aa# &an er#en$'aan e#%n%ran

D'ren-anakan !erat perlengkapan = 10J !erat kapal yang +'l,n-,rkan

!erat perlengkapan = 109.15$ ; ton<

Berat kapal +an perlengkapan pel,n-,ran :)p = !erat kapal !erat perlengkapan

= !erat kapal & 10J !erat kapal *

= 1091.5$5 & 10J 1091.5$5 *

= 100.688 ; ton<

T't'k !erat kapal +an perlengkapan pel,n-,ran :

)p

=& 1091.5$5 $.50$ * & 109.15 0 *

100.688

= $.185 ; m <

"ol,me perlengkapan pel,n-,ran :

∀ =)p 70J

0.8

( 70 dari perleng$apan peluncuran ang tercelup di air )

= 100.688 70J

0.8

= 1050.60119

Gaya tekan keata# & B,oyen-y * +ar' #epat, l,n-,r :

γ∀ =

= 1050.60119 1.05

= 1076.86717

I... Per-!t%n$an berat 'aa# t(ta#

)t =

= 100.688 1076.87

= 1$.81 ; ton<

15

LCG =

@& Berat kapal LCGkapal

* & !erat perlengkapan LCG perlenkapan

*A

; m$ <

∀ ρa'r la,t

)p γ∀


16/48

BAB II

UKURAN SEPATU LUN*UR

>epat, l,n-,r a+ala( !alok & ,m,mnya kay, * yang +'g,nakan #e!aga'

lan+a#an !a+an kapal pa+a rel pel,n-,ran.

II.1. PANJANG SEPATU LUN*UR 3 S 4

bu$u 3a+al rchitecture page 7!!)

> = 90J Lpp

= 90J 86.57

= 77.91 ; m <

II.). LEBAR SEPATU LUN*UR 3 b 4

bu$u 5tatic and namic o# %he 5hip page 7 )

nt,k: Lpp

; m <

50 15

100 0

150 5

00 $0

50 $5

Dengan 'nterpola#' +'+apat :

= 18.66

Dar' !ata# tekanan mak#'m,m 'n' +apat +'-ar' le!ar m'n'm,m #epat, l,n-,r

agar t'+ak ter/a+' kegagalan ya't, #e!aga' !er'k,t :

( menurut bu$u 5hip .uilding %echnolog oleh ormindono+ )

! =)p

n = $ & /,mla( #epat, l,n-,r *

=100.688

$ 77.91$ 18.66

= 0.75 ; m < 16

an/ang #epat, l,n-,r & > * 80J 90J +ar' pan/ang kapal & Lpp * ( menurut

Tekanan mak#'m,m ratarata yang +''/'nkan pa+a #epat, l,n-,r ( menurut

σma

; tonm<

σma ; tonm<

n. >.σma


17/48

T'ngg' #epat, pel,n-,r m'n'm,m = $0 -m

( menurut bu$u 3a+al rchitecture page 7!!)

T'ngg' #epat, l,n-,r kapal 'n' +'ran-ang

t = 0.$5 m

%oeHe#'en ge#ek kapal +'am

0.0$

17

II.+. TINGGI SEPATU LUN*UR 3 t 4 DAN KOO"ESIEN KAPAL DIAM 3µ

s 4

µ#=


18/48

BAB III

PEMERIKSAN KAPAL SESUDAH KELUAR LANDASAN

1. an/ang lan+a#an yang ter-el,p a'r

1$ L

= 1$ 86.57 ; m <

= $6.8666667 ; m <

. >,+,t kem'r'ngan lan+a#an

$.180 0

0.05556

B C

α

λ

Tabe# /

EIK> %L tan α kapal !e#ar 1 10

kapal #e+ang 118 10

kapal ke-'l 11 114

Dar' *dromechanic 8um 5chi##senter# oleh 5chnce$luth +'perole( :

λ =

,nt,k kapal +'mana tan α = 118 maka #'n α =

kategor' pemaka'an α pa+a kapal :


19/48


20/48

$. T'ngg' a'r pa+a ,/,ng lan+a#an & *

= λ

= $6.867 #'n & $.180

= .050 ; m <

4. 2eng('t,ng Ta +an TH

100.688 ; ton <

maka +engan pem!a-aan y+ro#ta#t'- +'+apat :

>arat pel,n-,ran & T * = 1.64 ; m <

0.99 ; m <

1.00 ; m <

2TC = 118.5 ; ton. 2 <

Lengan Tr'm &LCGt*

= 1.00 & $.18 *

= .189 ; m <

2omen Tr'm &2t*

2t = )p

= .189 100.688

= 68.069 ; ton.m <

Be#arnya Tr'm &T+ t*2t

2TC 100

=68.069

118.5 100

= 0. ; m <

Lpp

= & 86.57 0.99 * 0.86.57

= 0.108$5778 ; m <

#'n α

*0

D'#pla-ement & ∆ * = )p =

Φ =

ΦΒ =

LCGt= ΦΒ − LCG

p

LCGt

∆t =

∆Ta =& Lpp Φ * ∆t


21/48

18


22/48


23/48

19


24/48

Ta =

= 1.64 0.108

= 1.748 ; m <

T+ = T @& Lpp

= 1.64 @&& 86.57 0.99 * 0.

*A86.57

= 1.5657479 ; m <

T+ t = 1.5657479 0.$5

= 1.85157479

E'ka T+ t M maka kapal t'+ak mengalam' /,mp'ng

T ∆Ta

& Lpp Φ * ∆t


25/48

0


26/48

BAB I2

LANGKAH0LANGKAH PELUN*URAN

PERIODE I

I2.1. SYARAT0SYARAT KAPAL DAPAT BERGERAK OLEH GAYA BERATNYA

= Berat pel,n-,ran & )p *

= 100.688 ; ton <

100.688 #'n & $.180

= 66.758$ ; ton <

100.688 -o# & $.180 0.0$

= $5.96661$

maka kapal +apat !ergerak #en+'r' +alam pel,n-,ran

I2.). PEMBEBANAN PADA PERIODE I

E'ka +'keta(,' !erat pel,n-,ran = )p +an > = an/ang #epat, l,n-,r maka

em!e!anan ratarata yang !eker/a pa+a lan+a#an t'ap meter a+ala( :

? =

>

=100.688

77.91$= 15.411 ; tonm <

pem!e!anan pa+a lan+a#an +apat +'gam!arkan #e!aga' !er'k,t:

?+ = !e!an +' !ag'an +epan ; ton m <

?! = !e!an +' !ag'an !elakang ; ton m <

F = > LCG

= 77.91 & $.185 *

= $5.77 ; m <

?+ =? & $F > *

> 1

#'n α N -o# α µ#

#'n α = *0

-o# α µ# = *0

karena #'n α N -o# α µ#


27/48

= 15.411 & $ $5.77 77.91 *

77.91

= 11.6$1 ; ton m <

?! =

? & > $F *

>

= 15.411 & 77.91 $ $5.77 *

77.91$

= 19.190 ; ton m <

a+a er'o+e K pem!e!anan +'a#,m#'kan trape#',m

Gam!ar :


28/48

PERIODE II

D'm,la' pa+a ak('r per'o+e K ya't, #epat, pel,n-,r !ag'an !elakang m,la' me

%apal mengalam' >tern L'Ht ya't, +engan #arat :

= >O

yang !erart' /,mla( al/a!ar momen #tat'# +ar' !erat pel,n-,ran +an gaya

ap,ng ter(a+ap pel,n-,ran !ag'an +epan a+ala( nol.

Ber'k,t (al yang perl, +'per(at'kan pa+a er'o+e KK.

I2.+. NOTASI

a = /arak t't'k !erat G ke ,/,ng lan+a#an

! = /arak t't'k ap,ng B ke ,/,ng lan+a#an

- = /arak t't'k !erat G ke ,/,ng +epan #epat, l,n-,r + = /arak t't'k ap,ng B ke ,/,ng +epan #epat, l,n-,r

H = /arak t't'k ap,ng B ke

g = /arak t't'k !erat G ke

( = /arak ,/,ng !elakang #epat, l,n-,r ke

LCG = /arak t't'k !erat G ke m'+#('p

LCB = /arak t't'k ap,ng B ke perpotongan l,na# +engan perm,kaan a'r

$

nyent,( perm,kaan a'r +an !era('r #ampa' kapal mengalam' 5tern Li#t

γ .".+ .- = 0

γ D

G

Φ

LCG


29/48

>o = pan/ang langka(

> = pan/ang #epat, pel,n-,r

>O = pan/ang #epat, pel,n-,r yang ma#'( +' ata# lan+a#an

pan/ang lan+a#an yang !era+a +' !awa( gar'# a'r

= /arak t't'k !alla#t ke !ag'an !elakang !'+ang !e!an

= !erat pel,n-,ran

γ∀ = gaya tekan a'r keata#

= gaya reak#' pa+a lan+a#an

T! = #arat a'r pa+a

I2.,. RUMUS0RUMUS

>o = T!

>n =

H = > ( +

LCB = >o H

! =

> O =

a =

=

? =

>O

I2./. HARGA0HARGA YANG KONSTAN SELAMA

PELUN*URAN

> = 77.91$ ; m <

= 100.688 ; ton <

$6.86666667 ; m <

( = & Lpp > *

= & 86.57 77.91$ *

= 4.$85 ; m <

g =

= & 86.57 * $.185= 40.100 ; m <

- = & > ( * g

= & 77.91$ 4.$85 * 40.100

= 4.141 ; m <

- = 50598.56 ; ton m <

4

λ =

tg α

>o ttg α

>n λ H

> ( >n λ

>n λ g

γ .".! .a

λ =

& Lpp* LCGp


30/48

I2.. PERHITUNGAN PERIODE II

an/ang langka( gerakan kapal +'('t,ng #et'ap +,a #tat'on

Tabe# I201 Tabe# I20)

LANGKAH 1 LANGKAH )

>ampa' #tat'on >ampa' #tat'on 4

( = 4.$$ m ( = 4.$85 m

T! = 0.480 m T! = 0.9604 m

>tat'on L,a# & * # # # >tat'on L,a# & * # # #

p 0.000 1 0.00 0.00 p 0.00 1 0.0 4 0.00

1 0.0$ 4 0.09 1 0.09 1 0.066 4 0.$ $ 0.79

0.000 1 0.00 0 0.00 0.498 1.0 1.99

0.09 0.09 $ 0.581 4 .$ 1 .$

4 0.00 1 0.0 0 0.00

D'#la-ement = $.6 5.11

= 0.1$$

LCB = D'#la-ement =

= 4.$85 m = 5.171

LCB =

= 6.17 m

Tabe# I20+ Tabe# I20,

LANGKAH + LANGKAH ,

>ampa' #tat'on 6 >ampa' #tat'on 8

( = 4.$85 m ( = 4.$85 m

T! = 1.4406 m T! = 1.908 m

>tat'on L,a# & * # # # >tat'on L,a# & * # # #

p 0.000 1 0.00 6 0.00 p 0.000 1 0.00 8 0.00

1 0.1$1 4 0.5 5 .6 1 0.41 4 0.96 7 6.75

1.41 .48 4 9.9$ .44 4.88 6 9.$0

$ 1.901 4 7.60 $ .81 $ $.891 4 15.56 5 77.8

4 .05$ 4.11 8.1 4 4.451 8.90 4 $5.61

5 1.$79 4 5.5 1 5.5 5 4.07 4 16.8$ $ 50.48

6 0.000 1 0.00 0 0.00 6 $.191 6.$8 1.76

0.$ 49.09 7 1.7$9 4 6.96 1 6.96

8 0.000 1 0.00 0 0.00

D'#la-ement = 60.48 19.68= 9.191

LCB = D'#la-ement =

= 10.50 m = 87.6$

LCB =

= 15.7$ m

5

Σ1= Σ

2=

1$ + Σ1 Σ1= Σ2=

m$

Σ2 / Σ1 + 1$ + Σ1

m$

Σ2 / Σ1 +

Σ1= Σ

2=

1$ + Σ1 Σ1= Σ2=m$

Σ2 / Σ1 + 1$ + Σ1

m$

Σ2 / Σ1 +


31/48

Tabe# I20/ Tabe# I20

LANGKAH / LANGKAH


( = 4.$9 m ( = 4.$85 m

T! = .4010 m T! = .881 m

>tat'on L,a# & * # # # >tat'on L,a# & * # # #

p 0.000 1 0.00 10 0.00 p 0.000 1 0.00 1 0.00

1 0.41$ 4 1.65 9 14.87 1 0.679 4 .7 11 9.88

$.976 7.95 8 6$.6 5.641 11.8 10 11.8

$ 6.74 4 6.97 7 188.78 $ 9.960 4 $9.84 9 $58.56

4 8.06 16.05 6 96.$1 4 1.451 4.90 8 199.

5 7.904 4 $1.6 5 158.08 5 1.957 4 51.8$ 7 $6.80

6 6.695 1$.$9 4 5$.56 6 11.681 $.$6 6 140.17

7 5.76 4 1.10 $ 6$.$1 7 9.804 4 $9. 5 196.08

8 $.65 7.$0 14.61 8 7.600 15.0 4 60.80

9 1.8$1 4 7.$ 1 7.$ 9 5.51 4 .08 $ 66.5

10 0.000 1 0.00 0 0.00 10 $.657 7.$1 14.6$

1$$.$6 660.46 11 1.8$0 4 7.$ 1 7.$

1 0.000 1 0.00 0 0.00

D'#la-ement = 45.06 1548.5

= 19.419

LCB = D'#la-ement =

= 1.4$6 m = $5$.587

LCB =

= 7.$51 m

Tabe# I205 Tabe# I206

LANGKAH 5 LANGKAH 6


( = 4.$85 m ( = 4.$85 m

T! = $.$614 m T! = $.8416 m

>tat'on L,a# & * # # # >tat'on L,a# & * # # #

p 0.000 1 0.00 14 0.00 p 0.00 1 0.00 16 0.00

1 1.081 4 4.$ 1$ 56.1 1 1.715 4 6.86 15 10.90

7.487 14.97 1 179.69 9.677 19.$5 14 70.96

$ 1$.51 4 5$.00 11 58$.04 $ 16.747 4 66.99 1$ 870.84

4 17.00$ $4.01 10 $40.06 4 1.594 4$.19 1 518.6

5 18.44 4 7$.77 9 66$.91 5 $.779 4 95.1 11 1046.8

6 17.68 $5.$6 8 8.91 6 $.650 47.$0 10 47$.00

7 15.888 4 6$.55 7 444.86 7 .$59 4 89.44 9 804.9

8 1$.104 6.1 6 157.5 8 19.6$ $9.5 8 $1$.97

9 10.164 4 40.66 5 0$.8 9 16.$41 4 65.$6 7 457.55

10 7.616 15.$ 4 60.9$ 10 1$.16 6.5 6 157.51

11 5.51 4 .08 $ 66.5 11 10.164 4 40.66 5 0$.8

1 $.657 7.$1 14.6$ 1 7.616 15.$ 4 60.9$

1$ 1.8$ 4 7.$$ 1 7.$$ 1$ 5.5 4 .09 $ 66.6

14 0.000 1 0.00 0 0.00 14 $.554 7.11 14.

$97.81 $060.$6 15 0.171 4 0.68 1 0.68

16 0.00 1 0.00 0 0.00

D'#la-ement = 584.87 5$61.56

= 57$.979

LCB = D'#la-ement =

= $$.99 m = 84$.87$LCB =

= $9.680 m 6

Σ1= Σ

2=

1$ + Σ1 Σ1= Σ2=

m$

Σ2 / Σ1 + 1$ + Σ1

m$

Σ2 / Σ1 +

Σ1= Σ

2=

1$ + Σ1 Σ1= Σ2=

m$

Σ2 / Σ1 + 1$ + Σ1

m$

Σ2 / Σ1 +


32/48

Tabe# I207 Tabe# I2018

LANGKAH 7 LANGKAH 18


( = 4.$85 m ( = 4.$85 m

T! = 4.$18 m T! = 4.800 m

>tat'on L,a# & * # # # >tat'on L,a# & * # # #

p 0.000 1 0.00 18 0.00 p 1.110 1 1.11 0 .0

1 .786 4 11.14 17 189.45 1 4.516 4 18.06 19 $4$.

1.70 4.54 16 $9.64 15.71 $0.54 18 549.76

$ 0.568 4 8.7 15 1$4.08 $ 4.674 4 98.70 17 1677.8$

4 6.411 5.8 14 7$9.51 4 $1.47 6.94 16 1007.10

5 9.177 4 116.71 1$ 1517.0 5 $4.818 4 1$9.7 15 089.08

6 9.455 58.91 1 706.9 6 $5.$70 70.74 14 990.$6

7 8.48$ 4 11$.9$ 11 15$.5 7 $4.519 4 1$8.08 1$ 1794.99

8 5.978 51.96 10 519.56 8 $.049 64.10 1 769.18

9 .880 4 91.5 9 8$.68 9 9.047 4 116.19 11 178.07

10 19.690 $9.$8 8 $15.04 10 6.001 5.00 10 50.0

11 16.$41 4 65.$6 7 457.55 11 .880 4 91.5 9 8$.68

1 1$.16 6.5 6 157.51 1 19.645 $9.9 8 $14.$

1$ 10.164 4 40.66 5 0$.8 1$ 16.$41 4 65.$6 7 457.55

14 7.404 14.81 4 59.$ 14 1.794 5.59 6 15$.5$

15 5.017 4 0.07 $ 60.0 15 9.87 4 $7.15 5 185.74

16 .967 5.9$ 11.87 16 6.19$ 1.$9 4 49.54

17 1.116 4 4.46 1 4.46 17 $.414 4 1$.66 $ 40.97

18 0.000 1 0.00 0 0.00 18 1.17$ .$5 4.69

80.7$ 8645.44 19 1.117 4 4.47 1 4.47

0.000 1 0.00 0 0.00

D'#la-ement = 108$.50 1$076.9

= 1184.177

LCB = D'#la-ement =

= 45.596 m = 156$.$07

LCB =

= 5.$9 m

7

Σ1= Σ

2=

1$ + Σ1 Σ1= Σ2=

m$

Σ2 / Σ1 + 1$ + Σ1

m$

Σ2 / Σ1 +


33/48

Has!# Per-!t%n$an Per!(&e II

Tabe# 2

3G DK2I>K LG%

I3>2 1 $ 4 5 6

>tat'on 4 6 8 10 1

>o m 8.6570 17.$140 5.9710 $4.680 4$.850 51.940

>n m 14.5070 $.1640 $1.810 40.4780 49.1$50 57.790

ton 100.6881 100.6881 100.6881 100.6881 100.6881 100.6881

.- ton.m 50598.5619 50598.5619 50598.5619 50598.5619 50598.5619 50598.5619

T! m 0.480 0.9604 1.4406 1.908 .4010 .881

"ol,me & " * 0.1$61 5.$004 9.91 89.4441 197.96 $6.46

ton 0.1400 5.4546 $0.7919 9.0469 0.9690 $7.978

LCB m 4.$85 6.1691 10.500 15.76 1.4$6$ 7.$511

H = >o LCB m 4.$85 11.1449 15.4690 18.9054 1.8487 4.5909

m 6.4599 5$.809 45.1459 $6.4889 7.8$19 19.1749

+ = > ( H m 77.91$0 71.0966 66.775 6$.$$61 60.$98 57.6506

ton.m 10.909$ $87.8058 056.05$$ 589.89$7 157.8600 150.104

m 6.688 4.8476 0.5146 15.941 9.5804 $.6656

ton.m $.719 1$4.9945 69.1674 140.1645 19$6.7765 1$61.7115

.a ton.m 74994.8179 64600.4607 5406.10$5 4$811.746$ $$417.$891 $0$.0$19

ton 100.5481 1195.$$5 1169.896 1108.641 997.7191 87.7154

=; &g.".!*&.a* < m 6.4640 5$.9$55 45.796$ $8.5$7 $1.556 6.1700

O = & g * & a ( * m 160.6956 14$.5100 16.71$9 110.514 95.1561 81.1166

ton.m 50587.657 5010.7561 4854.5086 44768.668 $8$40.7019 9096.4596

/,ng #epat, melampa,' m 104.601 95.944 87.87 78.6$0 69.97$ 61.$16

!el,m #,+a( #,+a( #,+a( #,+a( #,+a(

>O m 77.91 77.91 77.91 78.6$0 69.97$ 61.$161$ >O m 5.9710 5.9710 5.9710 6.101 $.$44 0.4$87

$ >O m 51.940 51.940 51.940 5.401 46.6488 40.8774

B'+ang pem!e!anan trape#',m trape#',m trape#',m trape#',m trape#',m trape#',m

? ton m 15.4088 15.$406 15.0154 14.0994 14.586 1$.4991

? = 005#O ton m $08.1766 $06.81$ $00.$084 81.9888 85.1719 69.987

?+ = &? & $ >O ** >O ton 4$.$0$$ $$.0$6 .944 1.9575 10.0601 7.5707

?! = & ? & >O $ ** >O ton 1.4857 .$550 7.1064 15.414 18.4571 19.476

m$

γ ."

a = &g &>n λ))

γ .".+

! = H &>n λ)

γ .".!

= γ ."

γ .".+ .-

lan+a#an >O = > ( >n λ


34/48

Keteran$an

λ

Pan9an$ #an&asan

S Pan9an$ seat% #%n%r

So Pan9an$ #an$'a-

Sn Pan9an$ &asar 'aa# yan$ terbenam &! a!r

Tb T!n$$! b%r!tan

Tb' T!n$$! b%r!tan &an seat% #%n%r

f = APB Jara' t!t!' te'an B(%yany 'e AP

g = Lpp/2 + LCG Jara' t!t!' berat Gra:!ty 'e AP

h Jara' %9%n$ seat% #%n%r 'e AP

Jara' t!t!' berat Gra:!ty 'e %9%n$ #an&asan

Jara' t!t!' B(%yany 'e %9%n$ #an&asan

c = (S + h) - g Jara' t!t!' berat Gra:!ty 'e %9%n$ seat% #%n%r

d = (S + h) - f Jara' t!t!' B(%yany 'e %9%n$ seat% #%n%r

V 2(#%meGaya an$'at 'e atas

M(men ant! t!!n$ &ar! %9%n$ #an&asan

M(men ant! t!!n$ &ar! %9%n$ tres-(#&

P Berat e#%n%ran

Pa Berat e#%n%ran ; 9ara' t!t!' berat 'e tres-(#&

Pc Berat e#%n%ran ; 9ara' t!t!' berat 'e %9%n$ #an&asan

Pd M(men $aya an$'at 'e atas 'e %9%n$ #an&asan

Berbe&aan $aya an$'at &en$an berat e#%n%ran

S' = a + c

q = Q/S'

qf = 2q(! - S')/S'

qa = 2q(2S' -!)/S'

9

a = (Sn - λ) - g

b = (Sn - λ ) - f

V

Vb

Vd

Vd - Pc

Q = P - V

! =(Pd - Vd)/Q


35/48

ANALISIS PERIODE II

Per-!t%n$an Stern L!:t

Tabe# 2I

Langka( T! & m*

1 0.480 0.140 10.909 50587.65$

0.960 5.455 $87.806 5010.756

$ 1.441 $0.79 056.05$ 4854.509

4 1.91 9.047 589.894 44768.668

5 .401 0.969 157.860 $8$40.70

6 .881 $7.97$ 150.10 9096.460

7 $.$61 605.449 $$64.197 17$$4.$65

8 $.84 890.140 46879.$$8 $719.4

9 4.$ 149.10 6$60.46$ 11761.901

10 4.80 1649.019 79005.14 8406.56$

+'mana : pa+a langka( 8.474

= 100.688 ton

.- = 50598.56 ton.m

antara langka( 9 +an 10

Dengan 'nterpola#' +'+apatkan (arga(arga #e!aga' !er'k,t :

3G DK2I>K

I3>2

T! m $.957

ton 976.$78 11761.901

+ = > ( H m 5.04 15481.15

ton.m 50598.56 0.75975751$

>o m 5$.$99

>n m 76.56$

H = >o LCB m $0.0$8

LCB m 40.675

m 9.659

ton.m 9440.54$

>O m 4.545m 0.404

.a ton.m 484.947

ton.m 50.1$5

m 8.1$$

?+ ton .$407

?! ton 11.06

? ton 5.6$9

p ton 100.6881$604

p.+ ton m 6680.511984165$ $0

γ ." & ton * γ .".+ & ton m * γ .".+ .- & ton m *

>tern L'Ht akan ter/a+' /'ka γ .".+ = .- #e('ngga +ar' Ta!el +'ata# +apat +'perk'rakan

γ ."

γ .".+

! = >n λ H

γ .".!

a = >n λ g

= γ ."

=;&γ .".+* &.a*<


36/48

KONDISI PERIODE IIITa!el "KK

LANGKAH 701 LANGKAH 70)

an/ang #epat, yang ma#'( +'lan+a#an & >O * = 4$ m an/ang #epat, yang ma#'( +'lan+a#an & >O * = 4$

Earak #tat'on & ( * = 4.$85 m Earak #tat'on & ( * = 4.$85 m

T! = $.957 m T! = .6$8 m

>tat'on L,a# & * # # # >tat'on L,a# & * # #

p 0.00 1 0.00 18 0.00 p 0.000 1 0.00 18

1 0.16 4 0.64 17 10.88 1 0.77 4 .91 17

1.94 $.88 16 6.08 6.18 1.$6 16

$ $.75 4 15.00 15 5.00 $ 11.44$ 4 45.77 15

4 5.$ 10.46 14 146.44 4 15.187 $0.$7 14

5 6.11 4 4.44 1$ $17.7 5 17.065 4 68.6 1$

6 6. 1.44 1 149.8 6 17.066 $4.1$ 1

7 6.04 4 4.16 11 65.76 7 16.577 4 66.$1 11

8 5.56 11.1 10 111.0 8 14.499 9.00 10

9 4.88 4 19.5 9 175.68 9 1.54 4 50.17 9

10 4.0 8.40 8 67.0 10 10.449 0.90 8

11 $.5$ 4 14.1 7 98.84 11 8.65$ 4 $4.61 7

1 .86 5.7 6 $4.$ 1 7.07$ 14.15 6

1$ .19 4 8.76 5 4$.80 1$ 5.678 4 .71 5

14 1.48 .96 4 11.84 14 4.71 8.54 4

15 0.77 4 $.08 $ 9.4 15 .866 4 11.46 $

16 0.15 0.$0 0.60 16 1.547 $.09

17 0.00 4 0.00 1 0.00 17 0.464 4 1.86 1

18 0.00 0.00 0 0.00 18 0.000 0.00 0

19 0.00 4 0.00 1 0.00 19 0.000 4 0.00 1

0.00 1 0.00 0.00 0.000 1 0.00

165.00 179.88 456.61

D'#la-ement = D'#la-ement =

= $8.068 = 658.809

LCB = LCB =

= 45.$81 m = 45.611 m

1.05 " 1.05 "

= 44.019 ton = 675.795 ton

H = So - LCB H = So - LCB

= 8.018 m = 7.788 m

+ = > ( H + = > ( H

= 74.$ m = 74.45$ m

18111.85 ton.m 5076.8 ton.m

Σ1= Σ

2= Σ

1= Σ

2=

1$ + Σ3 1$ + Σ3

m5 m5

Σ2 / Σ1 + Σ2 / Σ1 +

γ ." = γ ." =

γ .".+ = γ .".+ =


37/48

KONDISI PERIODE IIITa!el "KKK

LANGKAH 1801 LANGKAH 180)

an/ang #epat, yang ma#'( +'lan+a#an & >O * = 0 m an/ang #epat, yang ma#'( +'lan+a#an & >O * = 0

Earak #tat'on & ( * = 4.$85 m Earak #tat'on & ( * = 4.$9 m

T! = 1.64 m T! = 1.09$ m

>tat'on L,a# & * # # # >tat'on L,a# & * # #

p 0.00 1 0.00 18 0.00 p 0.00 1 0.00 18

1 0.19 4 0.76 17 1.9 1 0.88 4 $.5 17

.48 4.96 16 79.$6 7.49 14.98 16

$ 4.79 4 19.16 15 87.40 $ 1$.88 4 55.5 15

4 6.90 1$.80 14 19$.0 4 18.6$ $7.6 14

5 8.7 4 $$.08 1$ 4$0.04 5 1.$$ 4 85.$ 1$

6 8.67 17.$4 1 08.08 6 1.97 4$.94 1

7 8.66 4 $4.64 11 $81.04 7 1.64 4 86.56 11

8 8.4 16.48 10 164.80 8 0.0$ 40.06 10

9 7.55 4 $0.0 9 71.80 9 17.9 4 71.68 9

10 6.84 1$.68 8 109.44 10 15.79 $1.58 8

11 6. 4 4.88 7 174.16 11 1$.69 4 54.76 7

1 5.6$ 11.6 6 67.56 1 11.70 $.40 6

1$ 5.07 4 0.8 5 101.40 1$ 9.85 4 $9.40 5

14 4.$9 8.78 4 $5.1 14 7.9 15.84 4

15 $.61 4 14.44 $ 4$.$ 15 6.06 4 4.4 $

16 .78 5.56 11.1 16 4.$6 8.7

17 1.77 4 7.08 1 7.08 17 .56 4 10.4 1

18 0.7$ 1.46 0 0.00 18 0.95 1.90 0

19 0.00 4 0.00 1 0.00 19 0.00 4 0.00 1

0.00 1 0.00 0.00 0.00 1 0.00

77.84 577.84 648.9

D'#la-ement = D'#la-ement =

= 400.877 = 9$6.8$

LCB = LCB =

= 40.160 m = 4.859 m

1.05 " 1.05 "

= 410.8987 ton = 959.6905 ton

H = So - LCB H = So - LCB

= 1$.$9 m = 10.540 m

+ = > ( H + = > ( H

= 69.00$ m = 71.70 m

8$5$.4 ton.m 68811.69 ton.m

Σ1= Σ

2= Σ

1= Σ

2=

1$ + Σ4 1$ + Σ5

m6 m7

Σ2 / Σ1 + Σ2 / Σ1 +

γ ." = γ ." =

γ .".+ = γ .".+ =


38/48

ANALISIS PERIODE III

Ta!el KF

Langka( T! & m*

9.1 0.440 44.019 18111.847

9. 0.879 675.79 5076.818

9.$ 1.$19 11$.6$ 90$17.$1

arga(arga #etela( +''nterpola#' :

3G DK2I>K

I3>2>O m 77.91$

.- ton.m 50598.56T! m .6$8

ton 675.79+ m 74.45$

>o m 5$.$99

>n m 76.56$

H m 5.047

LCB m 8.$5

m .665

ton.m 1799.$5

m 17.718.a ton.m 17$.66

ton 55.409

m 1$6.181? = &0.05 > * ton m 1$6.$99

$$

γ ." & ton * γ .".+ & ton m *

γ ."

! = >n λ H

γ .".!

a = >n λ g

= γ ."

=;&γ .".+* &.a*<


39/48

ANALISIS PERIODE III

Ta!el F

Langka( T! & m*

10.1 0.18 410.899 8$5$.$7

10. 0.$64 959.690 68811.690

10.$ 0.547 1600.$96 11597$.665

arga(arga #etela( +''nterpola#' :

3G DK2I>K

I3>2>O m 0.000

.- ton.m 50598.56T! m 0.$64

ton 959.690+ m 71.70

>o m 5$.$99

>n m 76.56$

H m 5.047

LCB m 8.$5

m .665

ton.m 557.156

m 17.718.a ton.m 17$.66

ton 40.998

m $7$.80? = &0.05 > * ton m 6.564

$4

γ ." & ton * γ .".+ & ton m *

γ ."

! = >n λ H

γ .".!

a = >n λ g

= γ ."

=;&γ .".+* &.a*<


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ANALISA PERIODE II

Langka( T! & m*

1 0.480 0.140 10.909 50587.65$

0.960 5.455 $87.806 5010.756

$ 1.441 $0.79 056.05$ 4854.509

4 1.91 9.047 589.894 44768.668

5 .401 0.969 157.860 $8$40.70

6 .881 $7.97$ 150.10 9096.460

7 $.$61 605.449 $$64.197 17$$4.$65

8 $.84 890.140 46879.$$8 $719.4

9 4.$ 149.10 6$60.46$ 11761.901

10 4.80 1649.0 79005.1447 8406.5654568$

+'mana :

= 100.688 ton

.- = 50598.56 ton.m

antara langka( 9 +an 10

Dengan 'nterpola#' +'+apatkan (arga(arga #e!aga' !er'k,t :

Knterpola#' Langka( >tren L'Ht

8 = $719.4

1.000 15481.15

8 = 0.40449

= 8.40

γ ." & ton * γ .".+ & ton m * γ .".+ .- & ton m *

>tern L'Ht akan ter/a+' /'ka γ .".+ = .- #e('ngga +ar' ta!el +'ata# +apat +'perk'rakan


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Ea+' >tern L'Ht ter/a+' pa+a langka( = 8.40 $5


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Knterpola#' T! >tren L'Ht

8 8.168 = $.799 P

1 0.480

0.40 = $.799 P

0.480

$.799 P = 0.1154

P = $.9570

Ea+' T! >tern L'Ht = $.9570 m

$6


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Res%me #an$'a- %nt%' stern #!:t

a+a ak('r per'o+e KK kapal akan m,la' mengap,ng &>tern L'Ht* kapal 't, akan m,la' mengap,ng

!'la t't'k p,#at gaya &ttk B* men-apa' ,/,ng pel,n-,r !ag'an +epan &O = >O*

+engan !ant,an k,ra Bon/ean maka +'+apat (arga :

Per-!t%n$an saat 'aa# men$a#am! stern #!:t

LANGKAH 7 0 18

>ampa' 71.46 m +' +epan

( = 5.5$ m

T! = $.957 m

>tat'on L,a# & * # # #

p 0.8 1 0.8 19 5.$

1 4.81 4 19.4 18 $46.$

14.51 9.0 17 49$.$4$ 8.74 4 114.96 16 18$9.$6

4 40.81 81.6 15 14.$0

5 6.$8 4 49.5 14 $49$.8

6 79.75 159.50 1$ 07$.50

7 90.46 4 $61.84 1 4$4.08

8 9$.19 186.$8 11 050.18

9 9$.$5 4 $7$.40 10 $7$4.00

10 9$.$5 186.70 9 1680.$0

11 9$.$5 4 $7$.40 8 987.0

1 9$.$5 186.70 7 1$06.90

1$ 9$.$5 4 $7$.40 6 40.4014 9$.$5 186.70 5 9$$.50

15 9.58 4 $70.$ 4 1481.8

16 86.57 17$.14 $ 519.4

17 7.$7 4 89.48 578.96

18 51.88 10$.76 1 10$.76

19 7.61 4 110.44 0 0.00

0.00 1 0.00 0 0.00

$99.80 $14$$.40

"ol,me =

= 74$.9$1

LCB =

= 46.14$ m

Knterpola#' Bata# >tat'on >tern L'Ht

0.40 = 16 P

0.48048 = 16 P

P = 16.480

Dar' pem!a-aan GraH'k k'ta memperole( pan/ang langka( wakt, #tern l'Ht kem,+'an +'-ar' (arga γ "

Σ1= Σ

2=

1$ + Σ1

m$

Σ2 / Σ1 +0 4

0.000

10000.000

0000.000

$0000.000

40000.000

50000.000

60000.000

70000.000

80000.000

90000.000


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$7


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Dar! -as!# er-!t%n$an a&a #an$'a- stern #!:t< &!&aat -as!# =

N( N(tas! Sat%anLan$'a-

Stern L!:t

1 $99.80

$14$$.40$ (# = Lpp 0 m 4.$$

4 >o = n (# m 5$.40

5 m 5.85

6 >n = >o Q m 59.5

7 m .9666

8 5670.0464

9 ton 5811.7976

10 m $4.65

11 H =>o LCB m 18.776480$7771 > = m 77.9

1$ ( = &Lpp >* m 4.$$

14 g = Lpp LCGp m 40.100

15 m 7.650

16 + = &> (* H m 6$.4650

17 - = &> (* g m 4.141$

18 ton 100.6881

19 ton m $68845.85

0 - ton m 50598.56

1 ton m $1847.9

m 8.50$ m 1.8

4 a ton m 1007.$

5 ton m 7451.7$

6 ton 4611.11

7 m 18.$7

8 >O = > m

>O = &> (* H ! m 50.64$

9 1 >O m 5

$0 1$ >O m 16.88

$1 $ >O m $$.76

$ O M 1$ >O or O N $ >O >eg't'ga

$$ E'ka >eg't'ga :

? = $O tonm 8$.648$7689

?a = ? tonm 167.96655$78

?H = 0 tonm 0

Σ1 m

Σ2 m

Q = (#pt tan α

T! = >o tg α

" = 1$ (# >1 m$

γ " = 1.05 "

LCB = Σ2/Σ

1 (#

λ = Lpp 4

γ " +

& -* &γ " +*

a = &>n λ* g! = &>n λ* H

γ " !

= γ "

O = &&γ " !* & a**

6 8 10 1

y"+

-


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$8


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Peluncuran 2

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