Konstruksi Kombinasi KM. Joko Samudro

UKUR UKURA AN -UKURA KURAN N UTAMA KAP KAPAL

Type Kapal General Cargo

Nama Kapal KM DAMPO AANG !AG"AN !A!

A#AT C &'( &'(

Lpp Lwl B H

= = = =

76 78.28 14 8.2

T Cb Vs L kons

= = = =

Sist istem Kons onstruk ruksi :

6.7 0.75 11 75.1488

Campuran

P$R%"TUNGAN DAN KOR$KS" !e)an !e)an pa*a pa*a Gela Gela*ak *ak Akomo Akomo*as *asii

p = !.5 "1 # a$

%AS"L

(%mana a %amb%l paa ae:a+ ;

= !.5 "1 # 0.17!$ = 4.067

ya%& =

0.162

kN3m2

p = 4.067 kN3m2

C &'+ &'+ !e)an !e)an pa*a pa*a Gela Gela*ak *ak Mesin Mesin

p = 8 " 1 # a  $

a =

= 8 " 1 # 0.17! $ = '.2'5 C &'&

0.162

kN3m2

p= '.2'5 kN3m2

!e)an pa*a Gela*ak Gela*ak +n* De,k De,k Kamar Kamar Mesin Mesin

pL = p* "1 # a$ (%mana ) p* = 7. + , + = T%n--% T%n--% se*on e*k = = 7/ !.4 = 2!.800 kN3m2 a =  .  %mana  = 0.11/ 0.11/ V0 3  Lkons Lk ons = 0.11 / 12 3 80.64 = 0.140 %mana mo = " 15 #  $ = 1.5 # 0.17 = 1.640 m = mo  5 " mo  1 $ .  3 l =1.67  5 " 1.67  1$ . 0.15 = 1.160

!.400 m

maka ) a =  .  = 0.17 / 1.17 = 0.162 se+%n--a ) 9L = 9* 9* " 1 # a a $ = !2.' " 1 # 0.20 $ = 27.65! kN3m2

pL = 27.65! kN3m2

UKURAN -UKURAN UTAMA KAPAL


Nama Kapal KM' oko Samu*ro

!AG"AN !A! .

Lpp Lwl B H

= = = =

A#AT ! ('(

76 78.28 14 8.2

T Cb Vs L kons

= = = =

Sistem Konstruksi :

6.7 0.75 11 75.1488

Campuran

%AS"L

P$R%"TUNGAN DAN KOR$KS" / Te)al Plat Gela*ak +n* De,k Kamar Mesin

t min = (5.5 + 0.02 L) √ k = " 5.5 # 0.02 /80 $  0.'1 = atau t = 1.1. a √ pL.k + t k = 1.1 .0.6  !'.45/ 0.'1 # 1.5 = maka %amb%l (0

! ('(

=

7

6.6'7 pL = 4.811

<

7

27.65! kN3m2 < 6

mm

mm = 7 mm

mm

/ Te)al Plat Sisi untuk 1ore,astle De,k

9la 1  ps1 = 77.878 kN3m2 a = 1.26. a  ps1. k # k = 1.26/ 0.6 /  8!.!!/ 0.'1 # 1.5 = 7.864 b = 7 mm maka %amb%l 1 = 7 mm 9la 2  ps2 = a = 1.26. a  ps2. k # k

<

8

mm 1 = 7 mm

68.041 kN3m2

= 1.26/ 0.6 /  84.2'/ 0.'1 # 1.5 = b = 7 mm maka %amb%l 2 = 7

7.44'

<

8

mm 2 =

mm

7 mm




!AG"AN

!A!

Lpp Lwl B H

= = = =

76 78.28 14 8.2

T Cb Vs L kons

A#AT

C &'+'&

= = = =

Sistem Konstruksi :

6.7 0.75 11 75.1488

Campuran

%AS"L

P$R%"TUNGAN DAN KOR$KS"

Caaan ) ;pab%la s&a+ %pasan- pen&mp& onas% lon-%&%nal maka Cene: >%:e: %ak pe:l& %pasan- la-% ;T =

/ Luas Area Top Plate ;T = 93750 # 70 = 1720 3 750 # 70 = 72.2' *m2

?n&k 9 @ 750 Kw

2 Ren,ana Penempatan Mesin

 (%amee: 9:opelle: = 0.7. T = 0.7.67 = 4.6' m  Leak po:os a:% Basel%ne = 132 ( # 0.14 ( "*lea:an*e$ = 132.42 # 0.14.42 = 2.688 m  (a:% Kaalo- es%n %kea+&% ) < Tebal Be mes%n = 40 mm < Tebal empa ba& = !0 mm < (%amee: Ba& pass = 26 mm (a:% Kaalo- es%n %kea+&% Aa:ak po:os ke aas be = 105 mm / Tinggi Plat !ila3

T%n--% pla b%la+ = T%n--% po:os  460  be   op pla = 2688  105  40  26 = 251! mm / Le)ar Top Plate

Leba: Top 9lae = L&as ;:ea Top 9lae Tebal Top9lae

= ;T 3  = 722' 3 ! = 24.0'6667 *m

72.2' *m2



Nama Kapal KM' oko Samu*ro !AG"AN !A!

A#AT

Lpp Lwl B H

= = = =

76 78.28 14 8.2

T Cb Vs L kons

= = = =

Sistem Konstruksi :

6.7 0.75 11 75.1488

Campuran


%AS"L

A' 0'('( / Ga*ing !esar !angunan atas

>a%n- besa: paa ban-&nan aas %+%&n- paa 9oop (e*k an &n&k -a%n- besa: la%nnya sama en-an 9oop (e*k aka e = 5 . a = 5. 0.6 = ! m o&l&s >a%n- Besa: )  = 0.6 . e. l2. ps. k (%mana ) k = 0.'1 e=!m l = 2.4 m ps = 40.01 kN3m2 aka  = 0.6 .!. "2.4 $ 2.!2.4'. 0.'1 = 750.68 *m! 9e:+%&n-an 9:o%l T l3e = 2.4 3 ! = 0.8 (en-an %ne:polas% %apa em1= 0.2'  ! = 0.87 m = 87 *m 9la %k& = 9la s%s% = 8 mm =0.8 *m  = 87  0.8 = 6'.6 *m 2 (%:en*anakan + = 25 *m Tebal pla % s = 0.8 *m Tebal pla %  = 0.8 *m s =25 0.8 =20 *m2 D s 3  = 20 3 6'.6 = 0.28 2  = 20  0.8 = 16 *m D  3  = 16 3 '6.6 =0.2! (a:% >:a%k %pe:ole+ +a:-a w = 0.27 Ee+%n--a  = w .  . +  = 0.27. 6'.6 . 25 = 471.825 " emen&+% $ Fa% %paka% 9:o%l T en-an &k&:an 250  8 200 8

= 750.68 *m!




!AG"AN !A! A#AT

Lpp Lwl B H

= = = =

76 78.28 14 8.2

T Cb Vs L kons

= = = =

Sistem Konstruksi :

6.7 0.75 11 75.1488

Campuran


%AS"L

4 Pa*a !angunan - )angunan Atas

(alam +al %n% %+%&n- paa 9oop (e*ksean-kan ban-&nan aas yan- la%n &k&:an p:o%lnya %amb%l sama en-an paa 9oop (e*k  = *. e. l2. p. k (%mana ) *= 0.75 l= 2.4 m e= '.8 p = p( = 2'.65666 kN3m2 aka  = 075. 675. " 22 $2. 24.'5. 0'1 = 1142.545 *m!

9e:+%&n-an 9:o%l T l3e = 2.4 3 '.8 = 0.24 (en-an %ne:polas% %apa em1= 0.14  '.8 = 1.!72 m = 1!7 *m 9la %k& = 9la -elaak 9oop = 7 mm = 0.7 *m  = 1!7  0.7 = '5.' *m 2 (%:en*anakan + = !0 *m Tebal pla % s = 1 *m Tebal pla %  = 0.7 *m 2 s = !0  1 = !0 *m D s 3  = !0 3 '5.' = 0.!1  = 25  0.8 = 20 *m2 D  3  = 20 3 '5.' = 0.2 (a:% >:a%k %pe:ole+ +a:-a w = 0.27 Ee+%n--a  = w .  . +  = 0.27 . '5.' . !0 = 776.7' *m! " emen&+% $ Fa% %paka% 9:o%l T en-an &k&:an !00  10 250  8

= 1142.545 *m!




!AG"AN !A! A#AT

Lpp Lwl B H

= = = =

76 78.28 14 8.2

T Cb Vs L kons

= = = =

Sistem Konstruksi :

6.7 0.75 11 75.1488

Campuran


%AS"L

! +'( / Te)al Plat Sekat

 = Cp. a.p # k (%mana )  = 2!53Ge+ = 2!53256 = 0.'1 Cp = 1.1 = 1.1 0.'1 = 1.04 ?n&k E. T&b:&kan = 0.'.0.'1 = 0.85 ?n&k Non T&b:&kan a = 0.6 &n&k seka *e:&k b&:%an  seka &b:&kan a = 0.65 &n&k seka la%nnya a. Eeka G I II  G es%n 1 = Cp. a. p1 # k 2 = Cp. a. p2 # k = 0.85. 0.65  66.2! # 1.5 = 0.85. 0.65  4708 # 1.5 = 6.22!2'!4 mm = 5.558!!72 mm ! = Cp. a. p! # k 4 = Cp. a. p4 # k = 0.85. 0.65  2'4! # 1.5 = 0.85. 0.65 1!7! # 1.5 = 4.828646! mm = 2.8404247 mm

1 = 6 mm 2 = 5 mm ! = 5 mm 4 = 5 mm

b.Eeka Ce:&k B&:%an Ka:ena beban 12! sama en-an Eeka G. &a I II kama: es%n maka ebal planya p&n sama sean-kan 4 = Cp. a. p4 # k = 0.85. 0.6  16.87 # 1.5 = 4.1'1''64 mm

1 = 6 mm 2 = 5 mm ! = 5 mm 4 = 5 mm

.Eeka T&b:&kan Ka:ena beban 12! 4 sama en-an Ce:&k B&:%an maka ebal planya p&n sama sean-kan 4 = Cp. a. p4 # k = 0.85. 0.6  17.21 # 1.5 = 4.211!'!4 mm

1 = 6 mm 2 = 5 mm ! = 5 mm 4 = 5 mm

! &'( / Mo*ulus Penegar Sekat

o&l&s 9ene-a: Eeka %ak bole+ k&:an- a:% )  = *s.a. l2. p (%mana ) *s = 0.45. ?n&k Eeka T&b:&kan = 0.45. 0.'1 = 0.4 *s = 0.!6. ?n&k Eeka non T&b:&kan = 0.!6. 0.'1 = 0.!2 p = p1 "yan- e:besa:$ l = !.25 m


Type Kapal

Lpp Lwl B H

General Cargo


!AG"AN Prin,ipal Dimension

!A!

A#AT

I

H 2.1

= = = =

80 84 1!.5 6.7

T Cb Vs L kons

= = = =

Sistem Konstruksi :

5.7 0.71 12 80.64

Campuran


* Length panAan- yan- %&k&: alam sa&an mee: D Len-+ Beewen 9e:pen%*&la: "L99$ panAan- kapal yan- %&k&: a:% ;9 sampa% 9 D Loa ae: L%ne "LL$ panAan- kapal paa sa:a maks%mal D Len-+ o Je:all "LJ;$ panAan- kapal se*a:a kesel&:&+an D Len-+ *ons:&*%on panAan- kos:&ks% kapal ya%& +as%l pe:kal%an ana:a '6   LL / B:ea+ "B$ leba: kapal se*a:a kesel&:&+an yan- %amb%l paa ae:a+ %s+%p / (ep+ "H$ me:&pakan %n--% kapal yan- %&k&: a:% basel%ne ke -elaak / (:a&-+ "T$ me:&pakan %n--% kapal yan- %&k&: a:% basel%ne ke sa:a pen&+ kapal

RESUME PERHITUNGAN STEEL PLAN

UKURAN -UKURAN UTAMA KAPAL Sistem Konstruksi :



NO

Lpp Lwl B H

= = = =

76 78.28 14 8.2

NAMA

56

Mo*ulus Ga*ing !esar *i Ruang Mesin

5(

Sekat-sekat Ke*ap Air

T Cb Vs L kons

= = = =

Mo*ulus Penegar Sekat

%AS"L

7' A 0'('(

 = 706.40 *m

Per3itungan Pillar

CANT"L$9$R

T !00  7 100  10

1 = 6 mm 2 = 5 mm ! = 5 mm 4 = 5 mm 1 = 6 mm 2 = 5 mm ! = 5 mm 4 = 5 mm 1 = 76 mm 2 = 5 mm ! = 5 mm 4 = 5 mm (( !' &'(

 = 160.2'72 *m!  = 128.2! *m!

L 1!00  75  12 L 1!0  75  10

&.:58'(

(%amee: L&a: Tebal 58

PRO1"L !

1 = 6 mm 2 = 5 mm ! = 5 mm 4 = 5 mm

< ?n&k seka &b:&kan ) < ?n&k seka non T&b:&kan 5&

Campuran

S$CT"ON

/ Eeka G&an- &a II / Eeka G&an- es%n pla 1 leba: ) 1500 mm pla 2 leba: ) 1500 mm pla ! leba: ) 1800 mm pla 4 leba: ) 1400 mm / Eeka G&an- &a I pla 1 leba: ) 1500 mm pla 2 leba: ) 1500 mm pla ! leba: ) 1800 mm pla 4 leba: ) 1400 mm / Eeka Ce:&k B&:%an pla 1 leba: ) 1800 mm pla 2 leba: ) 1500 mm pla ! leba: ) 1500 mm pla 4 leba: ) 1400 mm / Eeka T&b:&kan pla 1 leba: ) 1800 mm pla 2 leba: ) 1500 mm pla ! leba: ) 1500 mm pla 4 leba: ) 1600 mm 5+

6.7 0.75 11 75.14'

a = 60 *m w = 6 *m N9 !'06+

Untuk Ruang Muat "

Ee*%on NN

 = !48.05 *m!

Ee*%on 

 = !60.866 *m!

T 400  12 !00  10 T 400  15 !00  14

Untuk Ruang Muat ""  """

Ee*%on NN

 = 1550.1' *m!

Ee*%on 

 = !60.66 *m!

DESIGN CONSTRUCTION PPNS-ITS

T !50  12 !00  10 T 250  10 200  10

DESIGN CONSTRUCTION PPNS-ITS

Konstruksi Kombinasi KM. Joko Samudro

Recommend Documents