Type Kapal Tanker
Nama Kapal
Lpp Lwl a
= = =
82.5 84.56 0.60
UKURAN -UKURAN UTAMA KAPAL
Lkonst. = B = =
81.21 14 7.15
T Cb !s
5.9 0.76 11
KM. ATH-THOHIRY Sistem Konstruksi : Memanjang Mema njang A!IAN A AYAT Ukuran " . 2 . 1 A. Panjang "#engt$ % L& Utama #an$an% L &alam sat'an mete() $a(ak pe(poton%an %a(*s a*(.
+'atan pen', &en%an l*n%%* ,al'an ke %a(*s s'mb' ton%kat. kem'&* &*saat m's*m panas. -*mana L t*&ak bole, k'(an% &a(* 96 &an t*&ak bole, bole, leb*, &a(* 97 &a(* pan$an% %a(*s a*( m'at m's*m panas L/L. L1 = 96 L/L = 0)96 84.56 = 81.17 m L2 = 97 L/L = 0)97 84.56= 82.02 m ". ".
".
". ". ". ". ". ".
2 . 5 . Le'ar Ka(a# "'rea)t$ % & a(ak maks*m'm pa&a kapal yan% &*'k'( &a(* k'l*t kapal ba%*an &alam. 2 . 6 *. Tinggi ")e(t$ % H& a(ak 3e(t*kal anta(a b*&an% &asa( &an p*n%%*( atas balok %ela&ak sampa* keatas &*'k'( pa&a pe(ten%a,an pan$an% kapal. 2 . 7 +. Sarat ")raugt$ % T& a(ak 3e(t*kal anta(a &asa( &an tan&a lamb'n% t*mb'l 'nt'k %a(*s m'at m's*m panas &*'k'( pa&a pe(ten%a,an pe(ten%a,an pan$an% kapal. 4 ,. *oeisien #ok "*'& #e(ban&*n%an #e(ban&*n%an anta(a 3ol'me &*splaement &en%an pe(kal*an anta(a L pan$an% kapal) leba( kapal B) &an sa(at kapal T. 6 . 1 /. !e#a)ak Sekat "u#k$ea) +ek& ela&ak tempat be(ak,*(nya sekatsekat ke&ap a*(. 6 . 5 !. !e#a)ak Lam'ung Tim'u# ela&ak yan% men$a&* pe(,*t'n%an lamb'n% t*mb'l. 6 . H. !e#a)ak Kekuatan ela&ak ata' ba%*an %ela&ak yan% men$a&* l*n%ka( atas &a(* ke(an%ka b'$'( eekt*. 6 . 4 I. !e#a)ak *uaa :em'a %ela&ak yan% te(b'ka ata' ba%*an %ela&ak yan% t*&ak be(,'b'n%an &en%an la't. 6 . 6 0. !e#a)ak angunan Atas ela&ak ban%'nan atas yan% a&a &* atas %ela&ak mene('s te(atas &*namakan %ela&ak t*mb'l) %ela&ak an$'n%an o(eastle) b(*&%e) poop&ek
HASIL
L = 81.21 m B= 14 m = 7.15 m
T = 5.9 m
Cb = 0)76
UKURAN - UKURAN UTAMA KAPAL T1(e Ka(a# TANK,R
L(( 2 L9# 2 a2
Nama Ka(a#
34.56 3.5; 6.;6
Lkons 2 2 H2
KM At$ -T$o$ir1 A!
A
L
Te'a# P#at
A 0.48 500
= 7.7
5.86 6.<; 77
:
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI
a(ak a&*n% No(mal =
;
T2 *' 2 =s 2
Sistem Konstruksi
AYAT
Per$itungan
37.47 7.66 <.75
=
92 A 0.48 500
0.6
m
> Te Te'a# P# P#at +a +asar " "ottom P# P#ate&
Tebal Tebal #lat -asa( pa&a &ae(a, 0.4 L am*&s,*p) 'nt'k 'nt'k L ; 90 m < t B = 18,3*nf*a* √Pb/δ + tk mm -*mana < n = 0.8 'tk kons.meman$an% k= 0.91 akto( ba,an tk = 1.5 mm 'nt'k t ; 10 mm δp(en 20>k 252.74725 N>mm2 120>k 11.8681 N>mm2 ?lb √δp(en2 ƮL20)89Eδlb 15.846 N>mm2 ?pl tB+ = 18) . 0.8 . 0.6 @ 85.7 . 15)8 A 1.5 8.594162 9 mm tb
pB+ = 82.04
tB+ = 9 mm
7.4 Tebal Tebal #lat -asa( pa&a &ae(a, 0.1 L &a(* # &an 0.05 L
&a(* D# t*&ak bole, k'(an% &a(* < pBD = 114.11
? Ha#uan " / &
t BF = 1.1 . a! . " pBF . k # t k
mm
= 1.9 .1. 0.6 @ 118.79 .0.91 A 1.5 = 8.8979967
tBD = 9
mm
9 mm pB =
? uritan " A &
tB = 1.21 . a . @ p B . k A tk
89.95
mm
= 1.21 . 0.6 @96.14 . 0.91 A 1.5 = 8.0685177
tB = 8
mm
8.5 mm
.7 > Le'ar Le'ar )an Te'a# (#at (#at i#ga i#ga
leba( B*l%a b = 800 A 5 . L = 800 A 5 . 91.04 = 1206.05 mm maka &*amb*l leba( B*l%a = 1800 mm Tebal plat Bilga dipilih yang terbesar antara Plat sisi dan Plat Dasar , maka : -ae(a, < Tebal Tebal plat s*s* te(besa( te(besa( = 7 mm Tebal plat &asa( = 8 mm a&* &*p*l*, t = 8 mm
b= 1800 mm t = 8
UKURAN - UKURAN UTAMA KAPAL T1(e Ka(a# TANK,R
L(( 2 L9# 2 a2
Nama Ka(a#
34.5 3.5; 6.;
Lkons 2 2 H2
KM At$ -T$o$ir1 A!
A
37.47 7 <.75
T2 *' 2 =s 2
5.8 6.<; 77
:
Memanjang
Sistem Konstruksi
AYAT
HASIL
P,RHITUN!AN +AN KOR,KSI Pa)a )aera$ 6.7 L )ari AP
Tebal plat s*s* te(besa( ts = t- = 7 mm t = 0.5. t - A ts = 0.5. 7 A 7 = ma maka &*amb*l t = ts =
8
mm
t =
7.427885 mm 7
mm
7
mm Pa)a )aera$ 6.7 L )ari /P
9
Tebal plat s*s* te(besa( ts = t-D = 7 mm t = !.$. %t DF # ts& = 0.5. 7 A 9 = maka &*amb*l t = ts = 7;
7.7 7.7
mm
tD =
7.9292691 mm 9
mm
9 mm
> Te'a# e'a# P#at P#at Sisi Sisi (a)a (a)a ang angun unan an Atas tas
:em'a ban%'nan atas te(letak te(letak &*l'a( &ae(a, 0.4 L ten%a, kapa kapall = 0.4 0.4 . 91.0 91.044 = 2.5 2.5 m ten% ten%a, a, Kapa Kapal.l. +aka Ban%'nan tas te(seb't te(mas'k &alam Non 'ffe(ti)e Su(erstrutures
Fnt'k non eet*3e :'pe(st('t'(es tebal plat s*s*nya &*amb*l yan% te(besa( anta(a < t a = 1.1. a " ps. k # t k ata t b = !.8 . t -*mana t2 = tm*n = @ L . K = &en%an L = Lma = 12. = 12. 7. = t b = !.8 . t &*mana t2 = t m*n = @ L k = 0.8 . 8.52 =
6.74
7
8.4 85.8
m
mm
? Untuk Poo( +ek
#lat 1 G ps1 = t a = 1.1. a " ps1. k # tk = 1.21. 0.6 @ 46.58. 1 A1.5 = tb = 6.7 mm maka &*amb*l t1 = 7 #lat 2 G ps2 = t a = 1.1. a " ps. k # tk
42.11
kN>m2 6.0
6 t1 =
mm 7.98
= 1.21. 0.6 @ 42.68. 0.91 A1.5 = tb = 7 mm maka &*amb*l t1 = 7 mm
7 mm
kN>m2 5.8
5.8 t2 = 7 mm
UKURAN - UKURAN UTAMA KAPAL T1(e Ka(a# TANK,R
L(( 2 L9# 2 a2
Nama Ka(a#
34.5 3.5; 6.;
Lkons 2 2 H2
KM At$ -T$o$ir1 A!
A
37.47 7 <.75
T2 *' 2 =s 2
Sistem Konstruksi
AYAT
:
5.8 6.<; 77
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI
-ae(a, + < Tebal plat s*s* te(besa( = 8 mm Tebal plat &asa( = 9mm a&* &*p*l*, t = 9 mm -ae(a, D < Tebal plat s*s* te(besa( = 9 mm Tebal plat &asa( = 9 mm a&* &*p*l*, t = 9 mm 5.7
mm t+ = 9 mm tD = 9
> Te'a# )an Le'ar P#at Lunas "Kee#& Untuk Daerah 0.7 L amidship
tk = t A 2 mm +aka tk = 9 A 2 =
t = tebal plat alas = tB+ = 11
9
=
mm
mm 11
tk = 11 mm
Untuk Daerah 0.15 L dari AP dan FP
Tebal Keel bole, &*k'(an%* 10 tk = 12 12 10>100 = Leba( #lat L'nas &*amb*l b = * 7.7
tk = 9.547462 1800
10
mm
mm
10 b= 1800 mm
> Te'a# P#at Sisi Daerah 0.4 L tengah Kapal ( daerah M
Fnt'k Kapal &en%an L H 90 m ts1 = 1.21 . a0 . @ ps+1. k A tk = 1.21E 0.6 E@ 81.76E0.91 A 1.5 = 7.
ps1+ = 7
7
= 7)49 8 mm
61.62
kN>m2
mm ps+ =
7 mm 52.02
kN>m2 ts+ =
6
mm ps4+ =
6 mm 42.42
kN>m2 ts+ =
6
ts = 1.21 . a0 . @ ps+. k A tk = 1.21E 0.6 E@ 44.7E0.91 A 1.5 = 8.84
7 mm ts2+ =
ts4 = 1.21 . a0 . @ ps+4. k A tk = 1.21E 0.6 E@ 5.29E0.91 A 1.5 = 6.01
mm ps2+ =
ts = 1.21 . a0 . @ ps+. k A tk = 1.21E 0.6 E@ 62.6E0.91 A 1.5 = 6.49
kN>m2 ts1+ =
ts2 = 1.21 . a0 . @ ps+2. k A tk = 1.21E 0.6 E@ 72.2E0.91 A 1.5 = 6.94
70.76
mm ps4+ =
6 mm 112.8
kN>m2 ts+ =
9
mm
9 mm 11 mm
UKURAN - UKURAN UTAMA KAPAL T1(e Ka(a# TANK,R
L(( 2 L9# 2 a2
Nama Ka(a#
34.5 3.5; 6.;
Lkons 2 2 H2
KM At$ -T$o$ir1 A!
A
AYAT
37.47 7 <.75
T2 *' 2 =s 2
Sistem Konstruksi
:
5.8 6.<; 77
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI
I Fnt'k Boat) B(*&%e &an Na3*%at*on -ek -en%an mempe(,at*kan kon&*s* &*atas &*mana < #a&a #oop -ek tebal t a s'&a, leb*, ke*l &a(* tb 3 mm B 8 mm
t1 =
maka ,al yan% sama $'%a akan te($a&* pa&a platplat s*s* yan% be (a&a &*atasnya ka(ena beban s*s* mak*n keatas akan mak*n ke*l &an &en%an sen&*(*nya tebal plat s*s*nya $'%a akan mak*n ke*l Ka(ena selal' &*p*l*, yan% te(besa( maka tebal plat s*s* pa&a Boat &an Na3. -ek akan selal' sama ya*t' = t' 2 < mm ba*k pa&a plat 1 ma'p'n pa&a plat 2. 7;
4.7
7 mm t2 = 7 mm
> Te'a# P#at !e#a)ak angunan Atas
Tebal plat ela&ak ban%'nan atas &*amb*l yan% te(besa( &a(* < t 1 = 1.1 .a " pD. k # t k ata' t = %$.$ # !.! +& " k = 5.5 A 0.02. 91.04 @ 0.91 = 6.80
7
? Untuk Poo( +ek
t 1 = 1.1 .!. " 3.-. !./1 # 1.$ = 4.74 t2 = 7 mm +aka &*amb*l t- = 7
5
p- = mm
21.84
kN>m2 t- =
mm
7 mm
? Untuk oat +ek
t 1 = 1.1 .!. " 1$,/ .!./ # 1.$ = 4.28 t2 = 6.80 mm +aka &*amb*l t- = 7
4
p- = mm
14.85
kN>m2 t- =
mm
7
mm ? Untuk ri)ge +ek
t 1 = 1.1 .a " pD. k # t k t 1 = 1.1 .!. " 3.-. !./1 # 1.$ = 4.1418705 t2 = 7
p- =
14.55
kN>m2
4 mm
? Untuk Na@igation )an To( +ek
k*bat beban pa&a %ela&ak B(*&%e) Na3*%at*on &an Top -ek #&a leb*, ke*l &a(* #oop &an Boat -ek maka &en%an sen&*(*nya tebal plat %ela&aknya t1 $'%a mak*n men%e*l t1 ; t2 se,*n%%a plat %ela&ak yan% &*amb*l t4 2
t- = 7 mm
UKURAN - UKURAN UTAMA KAPAL T1(e Ka(a# TANK,R
L(( 2 L9# 2 a2
Nama Ka(a#
34.5 3.5; 6.;
Lkons 2 2 H2
KM At$ -T$o$ir1 A!
A
AYAT
37.47 7 <.75
T2 *' 2 =s 2
Sistem Konstruksi
:
5.8 6.<; 77
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI Daerah 0.05 L dari FP (haluan
ts1 = 1.21 . a0 @ ps1D. k A tk = 1.21. 1 . 0.6 @ 118.7. 0.91 A 1.5 = 8.86
ps1D = 9
ts2 = 1.21 . a0 @ ps2D. k A tk = 1.21 . 0.6 @ 117.1. 0.91 A 1.5 = 8.8
9
111.91
kN>m2
mm psD =
9
9 mm 110.87
kN>m2 tsD = 9 mm
mm ps4D =
109.85
kN>m2 tsD =
9
ts5 = 1.21 . a0 @ ps5D. k A tk = 1.21. 1 . 0.6 @ 110.71. 0.91 A 1.5 = 12.85
tsD = 9 mm tsD =
ts4 = 1.21 . a0 @ ps4D. k A tk = 1.21 . 0.6 @ 114.68. 0.91 A 1.5 = 8.76
kN>m2
mm ps2D =
ts = 1.21 . a0 @ psD. k A tk = 1.21 . 0.6 @ 115.92. 0.91 A 1.5 = 8.79
112.89
mm ps5D =
9 268.82
kN>m2 tsD =
1
mm
1
Daerah 0.05 L dari AP (!uritan
ts1 = 1.21 . a0 @ ps1. k A tk = 1.21.0.6 @ 88.95. 0.91 A 1.5 = 7.74
ps1 = 8
7
74.2
kN>m2
mm ps =
7 66.62
kN>m2 tsD =
7
mm ps4 =
7 59.14
kN>m2 tsD =
7
ts5 = 1.21.a0 @ ps5. k A tk = 1.21 . 0.6 @ 60.97. 0.91 A 1.5 = 10.01
8 mm tsD =
ts4 = 1.21. a0 @ ps4. k A tk = 1.21 . 0.6 @ 69.15. 0.91 A 1.5 = 6.8
mm ps2 =
ts = 1.21.a0 @ ps. k A tk = 1.21 . 0.6 @ 75.4. 0.91 A 1.5 = 7.15
kN>m2 tsD =
ts2 = 1.21 . a0 @ ps2. k A tk = 1.21. 0.6 @ 82.0. 0.91 A 1.5 = 7.47
81.22
mm ps5 =
7 150.99
kN>m2 tsD =
10
mm
10
UKURAN - UKURAN UTAMA KAPAL T1(e Ka(a# TANK,R
L(( 2 L9# 2 a2
ama Ka(a#
At$ -T$o$ir1 A!
Sistem Konstruksi
A
34.5 3.5; 6.; :
AYAT
Lkons 2 2 H2
37.47 7 <.75
T2 *' 2 =s 2
5.8 6.<; 77
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI ? Untuk /oreast#e +ek
t 1 = 1.1.!. " -/.1.!./1 # 1.$ = 6.22 t2 = 7 +aka &*amb*l t- =
p-D =
6
46.55
kN>m2
mm
7 mm
mm 7
t- =
mm t- = 7 mm
;
/ 7.7
> Te'a# P#at (a)a Sternrame C Pro(e##er raket
Tebal plat pa&a p(opelle( b(aket &an boss p(opelle( sama &en%an tebal plat s*s* te(besa( pa&a 0.4 L ten%a, Kapal. a&* t = 9 mm K7
> Te'a# P#at u#9arks
Tebal plat B'lwa(k t*&ak bole, k'(an% &a(* < t = 0 !.$ +21!!! " + 6.0 =0.75 91.04>1000 @91.04 = ata t = !.$. " + = 0.65 @91.04 = 5.86 +aka &*amb*l tebal B'lwa(k = 8
B 4.1
t= 9 mm
6
6
6
mm
mm t= 6 mm
mm
E Tebal #lat "nne( Bottom t = 1.1 . a " p .k # t k -*mana p &*amb*l yan% te(besa( anta(a < p1 = 10 T , -B ,-B= 1 = 10 6.2 1 = 49 kN>m2
m
#2 = 10. ,
G , = $a(ak &o'ble bottom ke p*pa l*mpa, atas = ,&bA1.7= 7.85 m 78.5 = 10.8 = kN>m2
p* yan% te(&*(* &a(* < p* = 74.11 kN>m2 p*+ = 79.11 kN>m2 p*D = 98.0 kN>m2 +aka &*amb*l p = 98.0 kN>m2 se,*n%%a t* = t = t+ = tD = 1.1 . 0.6 @98)76 .0.91 A 1.5 = 7.74 8
mm
t* = 8 mm
UKURAN - UKURAN UTAMA KAPAL T1(e Ka(a# TANK,R
L(( 2 L9# 2 a2
Nama Ka(a#
34.5 3.5; 6.;
Lkons 2 2 H2
KM At$ -T$o$ir1 A!
A <
37.47 7 <.75
T2 *' 2 =s 2
Sistem Konstruksi
AYAT A ;
:
5.8 6.<; 77
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI > Te'a# P#at !e#a)ak Pada Daerah 0.4 L a midship
tebal plat &*s*n* &*p*l*, yan% te(besa( anta(a < t min = %-.$ #!.!$ +& " k dan t 'min = %$.$ # !.! +& ata t '1 = 1.1 . a " pD4 .k # t k tm*n = 4.5 A0.05 L @ k = 4.5 A 0.05.91.04 @ 0.91 = tJm*n = 5.5 A 0.02 L 2 5)5 A 0)02 .91.04 =
8.7
8
mm
7.12
7
mm
p-+ =
.52
tJ1 = 1.21 . a @ p-+ .k A tk = 1)21 . 0)6 . 5)45. 0.90)5 A 1)5 = 5.51 6 +aka &*amb*l tebal plat = tm*n = 8 A <.7
kN>m2
mm
t-+ =
mm
8 mm
Pada Daerah 0.1 L dari AP
-*p*l*, yan% te(besa( anta(a < t 'min = %$.$ # !.! +& dan
p- =
5.28
kN>m2
= 5.5 A 0.02 .91.04 t '1 = 1.1 . a " pD5 .k # t k
7.12
7
mm
= 1.21 .0.6 @7.92 .0.91 A 1)5= +aka &*amb*l tebal plat = tJm*n =
5.61
6
mm
7
mm
7 mm
Pada Daerah 0.1 L dari FP
-*p*l*, yan% te(besa( anta(a < t 'min = %$.$ # !.! +& dan = 5.5 A 0.02 .91.04 t '1 = 1.1 . a " pDF .k # t k = 1.21 .0.6 @ 49.21. 0.91 A 1.5 +aka &*amb*l tebal plat = tJm*n = ;
* * D.7
* D.4
=
t- =
p-D =
46.55
kN>m2
7.12
7
mm
6.22 7
6
mm
t-D =
7
mm
mm
> Te'a# )an Le'ar S$eerstrake Le!ar "heerstrake tidak b6leh krang dari :
b = 8!! # $. + = 800 A 5 . 91.04 = 1206 b mak = 1800 mm +aka &*amb*l b = 1500 mm #e!al dari "heerstrake dipilih yang terbesar antara : t = !.$ %t D # t 7 & , ata t = t 7
b= 1500 mm
Pa)a )aera$ 6. L ami)s$i(
Tebal plat s*s* te(besa( ts = t-+ = 8 mm t = !.$. %t D4 # ts&
7
= 0.5. 9 A 8 = 7.849620 mm maka &*amb*l t = ts = 8 a
mm
8
mm
t+ =
8 mm
UKURAN - UKURAN UTAMA KAPAL T1(e Ka(a# TANK,R
L(( 2 L9# 2 a2
Nama Ka(a#
KM At$ -T$o$ir1 A!
A <
truksi
34.5 3.5; 6.; :
AYAT 7.7
Lkons 2 2 H2
37.47 7 <.75
T2 *' 2 =s 2
5.8 6.<; 77
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI > Te'a# P#at !e#a)ak 4n) +ek Kamar Mesin
t min = %$.$ # !.! +& " k = 5.5 A 0.02 . 91.04 @ 0.91 = ata t = 1.1. a " p+.k # t k = 1.1 .0.6 @ 2.09 . 0.91 A 1.5 = maka &*amb
t=
7
6.80
pL = 4.55
2.48
7
mm
kN>m2 5
mm t= 7
mm
mm 7;
7.7
> Te'a# P#at Sisi untuk /oreast#e +ek
#lat 1 G ps1 91.46 kN>m2 ta = 1.26. a @ ps1. k A tk = 1.26. 0.6 @ 96.67.0.91 A 1.5 = 8.40 tb = 8 mm maka &*am t1 = 8 mm
#lat 2 G ps2 8.18 kN>m2 ta = 1.26. a @ ps2. k A tk = 1.26. 0.6 @ 87.71. 0.91 A 1.5 8.08 tb = 8 mm maka &*am t2 = 8 mm
8
mm t1 = 8 mm
8
mm t2 = 8
mm
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp = Lwl = a0 =
TANK,R
Nama Kapal
82.5 84.56 0.6
KM At$ -T$o$ir1
A!
A AYAT
Lkonst.= B = =
81.21 14 7.15
Sistem Konstruksi
T = Cb = !s = :
5.9 0.76 11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI
Per$itung. Konstruksi A#as
3
, = 1000 mm
4.4.7 Tinggi +ou'#e ottom "+asar !an)a&
T*n%%* -o'ble Bottom t*&ak bole, k'(an% &a(* < , = 50 A 45 . B = 50 A 45. 14.8 = 980
RUAN! MUAT
1000
mm
> Tinggi *enter !ir)er = t*n%%* -o'ble Bottom =
1000
mm
, = 1000 mm
4.4.4 > Te'a# *enter !ir)er
#a&a &ae(a, 0.7 L ten%a, Kapal a&ala, < t = ,>100 A 1.0M. @ k = 1000>100 A 1M .@ 0.91=
Fnt'k L ; 1200 mm 10.49
#a&a -ae(a, 0.15 L &a(* # &an D# Tebal Cente( *(&e( bole, &*k'(an%* 10 < t = 10 10>100 10M = 9.449981 D.7
9
10
mm
t= 10 mm
t= 9 mm
mm
> Per$itungan Si)e !ir)er "Penum(u sam(ing&
-alam sat' B &a(* &o'ble bottom sat' s*&e %*(&e( &*pasan% b*la $a(ak anta(a s*s* Kapal &an pen'mp' ten%a, H 4.5 m -'a s*&e %*(&e( &*pasan% b*la $a(ak anta(a s*s* Kapal &an ente( %*(&e( H 8 m -*keta,'* $a(ak anta(a ente( %*(&e( &an s*s* Kapal = B>2 = 7.4 m a&* &*(enanakan )i(asang satu Si)e !ir)er &*set*ap s*s* &a(* -o'ble bottom. D.4.7 > Te'a# Si)e !ir)er
t*&ak bole, k'(an% &a(* < t = ,>120 .@ k = 1000>120 .@ 0.91=
,-B = 7.95
1000
8
mm t= 8 mm
mm
Per$itungan Erang P#at <.D.7 > 0arak Erang P#ate "So#i) /#oor&
-*amb*l $a(ak w(an% plat < =5 a0 = 5. 0)6 =
ata'
5. ao = 5 . 0)6 =
<.D.4 /(an% #lat &*pasan% pa&a set*ap %a&*n% %a&*n% &*bawa, moto(
*n&'k) pa&a sekat +eman$an%)pel*ntan% s*s* &an pa&a 'an% +'at. <.D. > Te'a# Erang P#at
Tebal /(an% #lat t*&ak bole, k'(an% &a(* < t = ,>100 1E√k Fnt'k , ; 1200 mm = 1000>100 1)0 . @ 0.91 = 8.59
9
mm
t = 9
mm
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp = Lwl = a0 =
TANK,R
Nama Kapal
82.5 84.56 0.6
KM At$ -T$o$ir1
A!
81.21 14 7.15
Sistem Konstruksi
A AYAT 3
Lkonst.= B = =
T = Cb = !s = :
5.9 0.76 11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI
5..7 E Sea *$est
Tebal plat 'nt'k sea ,est < t = 12. a. @ p. k A tk -*mana < a = $a(ak pene%a( = 0.6 m &alam ,al *n* pene%a( pa&a ('an% mes*n &*pasan% t*ap $a(ak %a&*n% = 0.6 m p = Blow o't p(ess'(e = 2 ba( +aka < t = 12. 0.6 @ 2. 0.91 A tk = 11.21
11
t= 11 mm
mm
5.D.4 E Mo)u#us Penegar Sea *$est
l = ,-B = / = 56 . a. p. l2. k 1.5 2 = 56. 0.6. 2. 1)5 . 0.91 = 61.15 mO +aka &*pe(ole, p(o*l L &en%an 'k'(an < 100 65 7 Per$itungan Konstruksi
A#as
m / = 61.15
mO
L
Fk'(an p(o*l 100 65 7 3
* 7.7 E #a&a Kapal *n* &* Kama( +es*n &*paka* Konst('ks* :*n%le Bottom Mo)u#us Erang P#at <
/ = . T. a. l2 -*mana < = 7.5 'nt'k kama( mes*n l = 0.7EB 9.80 m +aka < / = 7.5. 5.9. 0.6.9.48 9.282 = 2549.9 m E Tinggi Erang P#at , = 55. B 45 = 55. 14.8 45 = 725 mm
Kamar Mesin
* 7.4
E Te'a# Ee' Erang P#at t = ,>100 A 4 &*mana < , = t*n%%* w(an% plat = maka t= 769>100 A 4=
* 7.D
* 7.
/ = 2549.9 m ,= 725 mm
11.25
E Te'a# P#at i#a$ "#ongitu)ina# oun)ation gir)er& t =#>750 A14 &*mana < # = = 1770 > 750 A 14 15.41888 15 mm E Luas Area +ok Interosta# w = 10 A 0.2 L = 10 A 0.2. 92
12
725
mm t= 12 mm
mm
1064.16 kw t = 16 mm
w =
26.5
m2
26.5
UKURAN -UKURAN UTAMA KAPAL
Type Kapal TANK,R
Nama Kapal
Lpp = Lwl = a0 =
82.5 84.56 0.6
Lkonst.= B = =
81.21 14 7.15
T = Cb = !s =
5.9 0.76 11
KM At$ -T$o$ir1
Sistem Konstruksi
A! A AYAT
P,RHITUN!AN +AN KOR,KSI
:
Memanjang
HASIL
;.4.4 > Penam(ang i#a$ Erang P#at t*&ak bole, k'(an% &a(* < w = ε. T. l. e 1 2y>l k m 2
-*mana < e = 5. a0 = 5. 0.6 = m l=B= 14 m y = 0.4 .l = 5.60 m ε = 0. 'nt'k ('an% m'at w = 0) . 6.2 . 14.8 . 2.41 2. 5.92>14.8. 0.91 = 1.5 m2
w = 1.5 m2
> Lu'ang Peringan " Lig$tening Ho#e&
Be(bent'k B'lat ata' Jl*ps. Leba( kesel'(',an t*&ak bole, leb*, &a(* seten%a, leba( /(an% alas pen',. T*n%%* l'ban% pe(*n%an t*&ak bole, leb*, &a(* seten%a, t*n%%* /(an% alas pen',. -*&*sa*n t*n%%* ole = 66 mm Tebal m*n*m'm w(an% te(b'ka = tebal w(an% plat = 8
D.7
9
mm
t = 9 mm
Mo)u#us Pem'ujur A#as " ottom Longitu)ina# & Mo)u#us Pem'ujur A#as +a#am
/ = m . a. lP . p -*mana < m = k.n = 1 . 0.7 = 0.67 l =5 . a = p =#"m = 82.04 KN>mP maka /m = 0.7 . 0.6 . P . 85.7 282.1915 mO mO
/m = 282.2 mO
Be(&asa(kan tabel pa&a BK" 96 maka &*p*l*, p(o*l < &en%an 'k'(an = 180 90 12 Mo)u#us Pem'ujur Inner ottom
/ = m . a. lP . p -*mana < m = k.n = 0)91 . 0.55= 0.5005 l =5 . a = # = #* = 79.11 KN>mP maka /m = 0.5 . 0.6 . P . 80.51 21.8171 mO Be(&asa(kan tabel pa&a BK" 96 maka &*p*l*, p(o*l < L &en%an 'k'(an = 150 90 12 'k'(an b(eket 260 9
/%b = 21.82 mO
UKURAN -UKURAN UTAMA KAPAL
Type Kapal TANK,R
Nama Kapal
Lpp = Lwl = a0 =
82.5 84.56 0.6
Lkonst.= B = =
81.21 14 7.15
T = Cb = !s =
5.9 0.76 11
KM At$ -T$o$ir1
Sistem Konstruksi
A! A AYAT
P,RHITUN!AN +AN KOR,KSI
:
Memanjang
HASIL
Catatan < pab*la s'&a, &*pasan% pen'mp' on&as* lon%*t'&*nal maka Cente( *(&e( t*&ak pe(l' &*pasan% la%* * D.4.D T =
E Luas Area To( P#ate T = #>75 A 70 = 1064 > 750 A 70 = 71.41888 m2
Fnt'k # H 750 Kw m2
F Renana Penem(atan Mesin
-*amete( #(opelle( = 0.7. T = 0.7. 6.2 = 4.1 Letak po(os &a(* Basel*ne = 1>2 - A 0.14 - lea(ane = 1>2. 4.4 A 0.14. 4.4 = 2.202 m -a(* Katalo% +es*n &*keta,'* < Tebal Be& mes*n = 40 mm Tebal tempat ba't = 45 mm -*amete( Ba't pass = 40 mm -a(* Katalo% +es*n &*keta,'* $a(ak po(os ke atas be& = 460 mm > Tinggi P#at i#a$
T*n%%* plat b*la, = T*n%%* po(os 420 tbe& t top plat = 925 420 5 40 = 40 mm > Le'ar To( P#ate
Leba( Top #late = L'as (ea Top #late Tebal Top#late
= T > t
= 72.6 > 4 = 17.85472 m
71.41888
UKURAN -UKURAN UTAMA KAPAL
Type Kapal TANK,R
Nama Kapal
Lpp = Lwl = a0 =
KM At$ -T$o$ir1
82.5 84.56 0.6
Lkonst.= B = =
81.21 14 7.15
Sistem Konstruksi
A! A AYAT
T = Cb = !s = :
5.9 0.76 11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI Erang Ke)a( "Eatertig$t /#oor&
74
4.7
> Te'a# P#at Erang Ke)a( air t*&ak bole, k'(an% &a(* <
-*p*l*, yan% te(besa( anta(a t1 = 1.1. a. @ p. k A tk ata' t2 = 0.9.a. @ p 2. k A tk -*mana < I p = pl = 9.81. ρ.,1. Cosϕ A 0.b A y :*nϕM A 100 p3 :e&an%kan < ρ = be(at $en*s l'*&a = 1 m o ϕ = 20 no(mal ,1 = 1> , -B = 1>. 6. = ,-B 2.05 m 1 b = leba( tank* = leba( &o'ble bottom m = 14.80 m y = ,1 A 1>2. ,-B = 2.1 A 0.5 = 2.55 m 0.2 Ba( p3 = m*n*m'm o maka < Ip1 = 9.81.1 2.1. Cos20 A 0.. 7.4 A2.6. :*n 20 oM A100. 0.2
pl = 90.81 kN>mmP
= 90.81 kN>mmP I p2 = 9.81. ,2 -*mana < ,2 = a(ak p'sat beban &a(* t*t*k 2.5 m &*atas Tank top ata' ke p*pa l*mpa, -*amb*l pa&a plat 1 yan% te(besa( p'sat beban = 1> ,-B = 1>. 1 = 0. m maka < ,2 = Q ,-B A 2.5 0. = .17 m Q A 1 0. = 7.82 m a&* &*amb*l ,2 =7.97 m :e,*n%%a < p2 = 9.81. 7.97
= 76.6815 kN>m2 +aka < t1 = 1.1.0.6. @ 71.57. 0.91 A 1.5 = 7.50 7 t2 = 0.9. 0.6. @ 78.15. 0.91 A 1.5 = 6.01
6
pl = 76.68 kN>mmP
mm
mm
t= 7 mm
:e,*n%%a &*amb*l tebal #lat /(an% Ke&ap = 8 mm D.7 E Mo)u#us Penegar Erang Ke)a(
+o&'l's #ene%a( &*p*l*, yan% te(besa( anta(a < /1 = 0.55. a. l2.p. k ata' -*mana < l = , -B = / 2 = 0.44. a. l 2.p2. k maka < /1 = 0.55. 0.6 1 2. 91)46. 0.91 = 27.27 / 2 = 0.44. 0.6 12. 78.15. 0.91 =
18.42
1 m m
m
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp = Lwl = a0 =
TANK,R
Nama Kapal
82.5 84.56 0.6
KM At$ -T$o$ir1
A!
Lkonst.= B = =
81.21 14 7.15
Sistem Konstruksi
A AYAT
T = Cb = !s = :
5.9 0.76 11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI
Fnt'k :*mply :'ppo(te& &*tamba, 50 / = 21.49A 50>100 21.49 = 40.90 m Be(&asa(kan Tabel pa&a BK" 04 maka &*paka* p(o*l < L &en%an 'k'(an 90 60 6 Per$itungan Konstruksi A#as (a)a Ujung-ujung
3
/= 40.90
mO Fk'(an #(o*l 90 60 6
I Konst('ks* pa&a ala'an &an B'(*tan a&ala, :*n%le Bottom A 7.4.D E Te'a# Erang P#at t = 0.05. L A 5 = 0.05 91.04 A 5 = 7.8 8
mm
t= 8 mm
m
,= 110 mm
Ka(a#
E Tinggi Erang P#at (a)a Ha#auan "P#an)es& , = 0.06 A 0.7 = 0.06 7. A 0.7 = 1.1 = 1.14 1.1m
1.1
11
A 4.4.7 > *enter !ir)er
#a&a -ae(a, 0.7 L am*&s,*p < t = 0.07 L A 5.5 = 0.07 91.04 A 5.5
=
11.18
tebal Cente( *(&e( pa&a '$'n%'$'n% Kapal bole, &*k'(an%* 10 t = 12 10>100 12M = 10.0662 10 E Setiona# Area P#at = 0)7. LA12 = 0)7 91.04A12 =
68.85 m2 pa&a '$'n% '$'n% Kapal bole, &*k'(an%* 10 = 75.7 10>100 75.7M = 61.96 m2
t= 10 mm = 68.85 m2 = 61.96 m2
A 4.4.4 E Si)e !ir)er
#a&a -ae(a, 0.7 L am*&s,*p < t = 0.04 L A 5 = 0.04 91.04 A 5= 8.2 8 mm tebal s*&e %*(&e( pa&a '$'n%'$'n% Kapal bole, &*k'(an%* 10 t = 9 10>100 9M = 7.42 7 mm E Setiona# Area P#at = 0.2. L A 6 =0.2 91.04 A 6 =
22.24 m2 pa&a '$'n% '$'n% Kapal bole, &*k'(an%* 10 = 24.21 10>100 24.21M = 20.02 m2
t= 7 mm = 22.24 m2 = 20.02 m2
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.5 84.56 0.6
KM At$ -T$o$ir1
A!
Lkonst. = B = =
81.21 14 7.15
Sistem Konstruksi
A AYAT
T = Cb = !s = :
5.9 0.76 11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI
Per$itungan Konstruksi Lam'ung
8
A 4.7 > Pem'ujur )i Ruang Muat
/ = n..a.l2. ps..k -*mana n = 0.9 0.005L = 0.9 0.005 91.04 = = m*n = 0.65 k = = m*n = 0.75 4.8 l = 61.62 kN>m2 #s = +aka / + 1st -ek = 0.58. 0.65. 0.6. 4.8 2. 62.6. 0.75. 0.91 = 22.69 m -*pe(ole, 'k'(an p(o*l < L 150 100 12 Fk'(an B(aket < 270 9
0.62 0.91
/+ = 22.69 m p(o*l L 150 90 12
A D.4.7 > !a)ing Utama untuk angunan Atas
/ = 0.8. a. l2. ps. . k Untuk Main +ek
m*n =
0.75
l = 2.4 m < ps1 = 49.77 kN>m2 / = 0.8. 0.6.2.42. 56.06. 0.775. 0.91 = 64.56 m -*pe(ole, Fk'(an #(o*l < 100 50 10 Fk'(an B(aket < 170 6.5
/ = 64.56 m
Untuk Poo( +ek
l = 2.4 m < ps1 = 42.11 kN>m2 / = 0.55. 0.6.2.42. 47.42. 0.75. 0.91 = 54.6 m -*pe(ole, Fk'(an #(o*l < L 90 60 8 Fk'(an B(aket < 150 6.5
/ = 54.6 m
Untuk oat +ek
l = 2.4 m < ps1 = 5.99 kN>m2 / = 0.55. 0.6.2.42. 40.41. 0.75. 0.91 = 46.69 m -*pe(ole, Fk'(an #(o*l
/ = 46.69 m
Type Kapal !,N,RAL *AR!O
Nama Kapal
Lpp Lwl a
= = =
82.5 84.5625 0.6
KM At$ -T$o$ir1 A!IAN
A
Lkonst. = B = =
89 14 7.15
Sistem Konstruksi
AYAT
T = Cb = !s = :
5.9 0.76 11
Memanjang HASIL
P,RHITUN!AN +AN KOR,KSI P,RHITUN!AN *ANTIL,=,R
N= 7D
.;64 > Untuk Ruang Muat II IIII=C=
+o&'l's pa&a set*on N N RNN = K. #n.ln -*mana < K = 0.09 ln &*(enanakan = 1.2 m :n = leba( palka = 4 m %n &*(enanakan = 0.5 m 'n = $a(ak ant*le3e( = 2.4 m ,-N = 1.2 #n = 615.64 kN>m2 +aka < RNN = 0.09. 615.6 . 1)2 0.91 = 749.55 m #e(,*t'n%an #(o*l T l>e = 6)4> 4.8 = .0 em1>e = 0.91
749.55 m
-en%an *nte(polas* &*&apat em1= 0.454.8100 #lat *k't = #lat %ela&ak &en%an tebal maks*m'm D = 217.6 1.1 = 4816 m2 -*(enanakan ,= 5 Tebal plat &* s = Tebal plat &* = s = 7 2 = = 0 1)4 = w =
m 1.8 1.5 6 7.5
RNN =
l>e
em1>e
1 2
0.6 0.64
,1 = m m I s > D = I >D=
m m
478. 478.
25 m
74 > 60.9 42 > 60)9
= 0.00 = 0.00
0.26
:e,*n%%a
/ =w.D., / = 0)94 60)9 7 = 48040.88 +emen',* a&* &*paka* #(o*l T &en%an 'k'(an 50 18 250 15
G +o&'l's pa&a :et*on S S
RSN = 1 A %n>ln 1 1.4
an . RNN an A n -*mana < an = 0.5 m n = ,-B an = 5.65 m +aka RSN = 1 A 0.5> 1)2 1 1)4 . 0.5 . 749)55 0.5 A 5.65 941.00 m =
RSN =
941.00 m
UKURAN -UKURAN UTAMA KAPAL
Type Kapal TANK,R
Nama Kapal
Lpp Lwl a
= = =
82.5 84.56 0.6
KM At$ -T$o$ir1
A!
A AYAT
Lkonst. = B = =
81.21 14 7.15
Sistem Konstruksi
:
T = Cb = !s =
5.9 0.76 11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI Untuk Na@igation +ek
l = 2.4 m < ps1 = 28.14 kN>m2 / = 0.55. 0.6.2.42. 2.00. 0.75. 0.91 = 6.51 m -*pe(ole, Fk'(an #(o*l < L 80 65 6 Fk'(an B(aket < 120 6.5
/ = 6.51 m
Untuk /oreast#e +ek
l = 2.4 m < ps1 = 91.46 kN>m2 / = 0.55. 0.6.2.42. 79.64. 0.75. 0.91 = 118.66 m -*pe(ole, Fk'(an #(o*l < L 120 80 10 Fk'(an B(aket < 210 7.5 8
/ = 118.66 m
A. .7 > !a)ing Utama Untuk +aera$ Peak "*eruk Ha#uan
-alam ,al *n* e('k ala'an &*%'nakan sb% Tank* Ballast) maka < / 2 = 0.55. a. l 2. p.k.C( -*mana < l = 6.20 m se&an%kan p = $a(ak p'sat beban ke p*pa l*mpa, > t*t*k 2.5 m &*atas tank top loa& ent(e = 1> = 2.8 a&* ,2 = A 1 1>,&b = 7.A 1 1>.1 = +aka p2 = 9.81. 7.97
7.82
= 76.68 kN>m4 :e,*n%%a /2 = 0.55. 0.6. 6. 2. 78.15. 0.91.0)75
/ = 66.88 m
= 66.88 m -*pe(ole, Fk'(an #(o*l = L 250 90 16 Fk'(an B(aket =70 12
> !a)ing Utama (a)a +aera$ Stern "*eruk uritan
Ce('k b'(*tan &*%'nakan seba%a* tan%k*) maka < / 2 = 0.44. a. l2. p2.k A. .4 -*mana < l = t*n%%* tank* = 5.00 p2 = 9.81. ,2 loa& ent(e = 1> = 1>. 7.= maka ,2 = A 1 1> ,&b = a&* p2 = 9.81. 7.97 = 76.68 kn>m4 :e,*n%%a /2 = 0.44. 0.6. 52. 7.97. 0.91 = 45.56 m5 -*pe(ole, Fk'(an #(o*l = L 250 90 12 Fk'(an B(aket =0 11
m 2.8 m 7.82 m
/ = 45.56 m
Type Kapal !,N,RAL *AR!O
Nama Kapal KM At$ -T$o$ir1 A!IAN
A
Lpp Lwl a truksi
= = =
82.5 84.5625 0.6 :
Lkonst. = B = =
89 14 7.15
T = Cb = !s =
5.9 0.76 11
Memanjang
AYAT
HASIL
P,RHITUN!AN +AN KOR,KSI
#e(,*t'n%an #(o*l T l>e =4.> 4.8 = em1>e = 0.2
0.90
l>e 0 1
em1>e 0 0.6 <<. m 7.7 m
-en%an *nte(polas* &*&apat em1= 0.24.8100 = #lat *k't = #lat s*s* &en%an tebal maks*m'm = D = 189 0.8 = 85.14 m2 -*(enanakan ,= 5 m ,1 = 25 m Tebal plat &* s = 1.8 m Tebal plat &* = 1.7 m s = 8 2)1 = 6 I s > D = 79)8 > 10.74 = 2 1)5 = 42.5 I >D= 48 > 15 0.50 w =
0.42
:e,*n%%a
/ =w.D., / = 0)42 170.28 40 = a&* &*paka* #(o*l T &en%an 'k'(an
1264.97 50 18
+emen',*
250 16 > Untuk Ruang Muat I
+o&'l's Cant*le3e( sama &en%an 'an% +'at """ +o&'l's pa&a set*on N N RNN = K. #n.ln -*mana < K = 0.09 ln &*(enanakan = :n = leba( palka = %n &*(enanakan = 'n = $a(ak ant*le3e( = ,-N = 1.22 #n = 1824.94 kN>m2 +aka < RNN = 0.09. 50 1)6 A 8 A 0)8 ..1)22. 1)6 0.91 = 2164.15 m #e(,*t'n%an #(o*l T l>e = 6)4> 4.8 = em1>e = 0.45
1.
-en%an *nte(polas* &*&apat em1= 0.454.8100 = #lat *k't = #lat %ela&ak &en%an tebal maks*m'm D = 217)6 1.1= 4D8.D; m2
1.2 7.2 0.5 4.8
m m m m
RNN = 2164.15 m
l>e
em1>e
1 2
0.6 0.64
47<.; m 7.7 m
UKURAN -UKURAN UTAMA KAPAL
Type Kapal TANK,R
Nama Kapal
Lpp Lwl a
= = =
82.5 84.56 0.6
KM At$ -T$o$ir1
A!
A
AYAT
8
A. 4.7
Lkonst. = B = =
81.21 14 7.15
Sistem Konstruksi
:
T = Cb = !s =
5.9 0.76 11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI > !a)ing Utama )i 4n) +ek Ruang Mesin
/( = n..a. l2. ps. C(. k -*mana < n = 0.9 0.005 L 0.615765 = m*n = 0.65 C( = C( m*n = 0.75 l= 2.65 66.62 kN>m2 ps = +aka /( = 0.58. 0.65. 0.6. 2.9 2. 82.0. 0.75. 0.91 76.68 m -*pe(ole, Fk'(an #(o*l = L 100 65 9 b(aket 180 7)0 A. D.4.7
/ = 76.68 m
> !a)ing Utama (a)a 7st +ek Ruang Mesin
/( = n..a. l2. ps. C(. k -*mana < a = C( = C(m*n = l
=
ps =
0.6 0.75 2.65
81.22 kN>m2
+aka / = 0.58.65. 0.65 2.9 2. 88.95. 0.75. 0.91 9.48 m = -*pe(ole, Fk'(an #(o*l = 100 65 11 b(aket 190 7)0 A. ;.4.7
/= 9.48 m
> !a)ing esar (a)a 7st +ek Ruang Mesin
/ = 0.8. e. l2. ps. k -*mana < e = . a =
1.8 ps = 81.22 +aka / = 0.8. 2.4. .5 2. 55.72. 0.91 747.8 m = #e(,*t'n%an #(o*l T 1.47 l>e = .5>2.4 =
em1>e =
l
= 2.65 m
m kN>m2
0.49 -en%an *nte(polas* &*&apat em1= 0.51.8100 = #lat *k't = #lat s*s* = 85 mm 2 D = 95.6 0.8 = m <6.33 -*(enanakan ,= 0 m ,1 = Tebal plat &* s = 1. m Tebal plat &* = 1. m s = 0 1)4 = 9 I s > D = = 25 1)12 = 26 I >D= -a(* (a*k < w = 0.48 :e,*n%%a / = w . D . ,
l>e 1
em1>e 0.6
2
0.64
33.; m
0.8
m
20 m
0 > 1 0.55 25 > 1 0.7
/= 747.8 m
Type Kapal !,N,RAL *AR!O
Nama Kapal
Lpp Lwl a
= = =
82.5 84.5625 0.6
KM At$ -T$o$ir1 A!IAN
A
Lkonst. = B = =
89 14 7.15
Sistem Konstruksi
AYAT
:
T = Cb = !s =
5.9 0.76 11
Memanjang HASIL
P,RHITUN!AN +AN KOR,KSI
-*(enanakan ,= Tebal plat &* s = Tebal plat &* = s = 7 2 = = 0 1)4 =
5 m 1.8 1.5 6 7.5
w =
,1 = m m I s > D = I >D=
25 m
74 > 6 0.26 42 > 6 0.16
0.26
:e,*n%%a
/ =w.D., / = 0)94 60)9 7 = a&* &*paka* #(o*l T &en%an 'k'(an
2178.18 +emen',* 50 18 250 15
G +o&'l's pa&a :et*on S S
RSN = 1 A %n>ln 1 1.4 an
. RNN an A n
-*mana < an = n = ,-B an = +aka RSN = 1 A 0.6> 1)2 1 1)4 . 0.8 = #e(,*t'n%an #(o*l T l>e = 4.> 4.8 = em1>e = 0.2
2507.54 m
0.8 m 5.5 m . 2188.46 0.8 A 5)6
:e,*n%%a
2507.54 m
0.90
-en%an *nte(polas* &*&apat em1= 0.24.8100 = #lat *k't = #lat s*s* &en%an tebal maks*m'm = D = 154.8 1.1= 170.28 m2 -*(enanakan ,= 5 m ,1 = Tebal plat &* s = 1.8 m Tebal plat &* = 1.7 m s = 8 2)1 = 6 I s > D = = 2 1)5 = 42.5 I >D= w =
RSN =
l>e
em1>e
0 1
0 0.6
75.3 m 7.7 m
25 m
79)8 > 0.7 48 > 1 0.25
0.42 / =w.D.,
/ = 0)42 170.28 40 = a&* &*paka* #(o*l T &en%an 'k'(an
2529.951 +emen',* 50 18 250 17
a3
0.45 26.9
m
.62
mo
1.62
0.12
p
15
p3
0.96
150
δpr
k =
150 0.91 165
2.5
UKURAN -UKURAN UTAMA KAPAL
Type Kapal TANK,R
Nama Kapal
Lpp Lwl a
= = =
82.5 84.56 0.6
KM At$ -T$o$ir1
A!
A
Lkonst. = B = =
81.21 14 7.15
Sistem Konstruksi
AYAT
T = Cb = !s = :
5.9 0.76 11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI
/ = 0.4 . 9.76 . 0 = 7646.;< +emen',* a&* &*paka* #(o*l T &en%an 'k'(an
00 15 200 1
A. ;.7.7 > !a)ing esar (a)a 4n) Ruang Mesin
-aya +es*n = 761 k/) maka %a&*n% besa( &*pasan% pa&a '$'n% '$'n% +es*n &an sat' &*ten%a, ten%a,nya. #an$an% +es*n = 8 .a +aka e = 4 . a = 4. 0.6 = 2.4 m +o&'l's a&*n% Besa( < / = 0.8 . e. l2. ps. k 0.91 .075 -*mana < k = m l= m 1.8 e= m ps = 66.62 kN>m4 +aka / = 0.8 .2.4. 2)5 2. 55.72. 0.91 = 345.57 m #e(,*t'n%an #(o*l T l>e l>e = 2)4 > 2.4 = 1.71 1 em1>e = 0.56 2 -en%an *nte(polas* em1= 0.6 2.4100 = 766.5 #lat *k't = #lat s*s* = 8 mm = 0.8 m 2 D = 86.4 0.8 = m 36. -*(enanakan ,= ,1 = 15 4< Tebal plat &* s = 1.5 m Tebal plat &* = 1.5 m s = 0 1. = 40.5 I s > D = 9>69.12 = = 20 1.1 = 22.5 I >D= 22>69.12 = w = :e,*n%%a
/ = 825.51 m
em1>e 0.6 0.64 m
m
0.50 0.28
6.D8
/ =w. D. , / = 0.45 . 69.12 . 0 =
a&* &*paka* #(o*l T &en%an 'k'(an
3;.;74 +emen',*
270 15 150 15
A. 5.D.7 > Pe#intang sisi (a)a Ruang Muat
+o&'l's #el*ntan% s*s* pa&a 'an% +'at < / = 0.6. e. l2. ps.n. k -*mana < 0.58 4.8 n= l = m ps = ps1+ = e =5. ao = m 52.02 kN>m4 +aka / = 0.6.2.4. 6.4 2. 109.6.1. 0.91 = 118.604 m #e(,*t'n%an #(o*l T l>e = 6.4 > 2)4 =
1.60
l>e 2
em1>e 0.64
/ = 118.60 m
em1>e = Type Kapal !,N,RAL *AR!O
Nama Kapal
Lpp Lwl a
= = =
82.5 84.5625 0.6
KM At$ -T$o$ir1 A!IAN A 76
AYAT A .7
0.57 Lkonst. = B = =
89 14 7.15
Sistem Konstruksi
T = Cb = !s = :
0.82 5.9 0.76 11
Memanjang
P,RHITUN!AN +AN KOR,KSI
HASIL
> Per$itungan Pi##ar
-*paka* #*lla( $en*s be(on%%a T'b'la( #*lla( (ea Beban 'nt'k sat' #*lla( = Len%*ne as*n% A leba( en%*ne as*n% A $a(ak ke s*s* kapalM 2 2 = 2.0 > 2 A 2A5.52> 2 = 4.76 5 mP Beban #*lla( < ps = pL. A p* = 19)10.1A42.10 = 185.86 kN>m2 -*amb*l -e%(ee o :len&e(ness λs = 126 maka be(&asa(kan Tabel 10.1 < δp = 6.1 105>λs2 = 6.1 105>1262 = 8.42 :et*onal (ea #*lla( s = 10. ps > δp = 10 . 1.0 > 8.42 = 48.7 2 s = π. ( maka < ( = @ s>π = @ 4.62 > .14 = 2.2149595 maka &*amete( l'a( #*lla( = 10 m Tebal T'b'la( #*lla( t/ = 4.5 A 0.015. &a Fnt'k &a ; 00 mm = 4.5 A 0.015. 100 = 6 m
&a = 100 mm tw = 600 mm
Type Kapal !,N,RAL *AR!O
Nama Kapal
Lpp Lwl a
= = =
82.5 84.56 0.6
Lkonst. = B = =
6
81.21 14 7.15
Sistem Konstruksi
A!IAN A
AYAT
4 - 1.2
T = Cb = !s = :
5.9 0.76 11
Memanjang
P,RHITUN!AN +AN KOR,KSI e'an (a)a +a#am tanki
-*mana < , = ,&b = 7. 1 = 6.00 m ! = !ol'me 'an% +'at ) &a(* enana Fm'm &*keta,'* 416.71 m a(%a 'nt'k Kapal a(%o = !>: : = :towa%e ato( m'a 0.87 m>ton a&* =416.707>0.865 4814 ton :e,*n%%a >! =4814>416.707 = 1.16 m>ton a3 = D. m ) &*mana D = 0)11 . !o = 0)11 . 11 @ 91.04 @L @L = 0.1 =
8
D.7
Mo)u#us Pem'ujur sisi" Si)e Longitu)ina# & Mo)u#us Pem'ujur Sisi
/ = m . a. lP . p -*mana < m = k.n = 1 . 0.58 = l =5 . a = p =#"m = 61.62 maka /m = 0.58 . 0.6 . P . 85.7 192.9865 mO
0.58 KN>mP mO
Be(&asa(kan tabel pa&a BK" 96 maka &*p*l*, p(o*l < &en%an 'k'(an = 160 80 12 B(aket= 260 9 Mo)u#us Pem'ujur +a#am
/ = m . a. lP . p -*mana < m = k.n = 1 . 0.55= 0.58 l =5 . a = # = #* = 26.88 KN>mP maka /m = 0.55 . 0.6 . P . 80.51 84.20164 mO Be(&asa(kan tabel pa&a BK" 96 maka &*p*l*, p(o*l < L &en%an 'k'(an = 10 65 8 B(aket= 190 7
HASIL
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.5 84.5625 0.6
KM At$ -T$o$ir1
A!
A AYAT
Lkonst. = B = =
89 14 7.15
Sistem Konstruksi
T = Cb = !s = :
5.9 0.76 11
Memanjang
P,RHITUN!AN +AN KOR,KSI 7<6. -en%an *nte(polas* em1= 0)762)4100=
HASIL
m m
1.1 #lat *k't = #lat s*s* m*&&le te(besa( = 11 mm= 2 D = 198.4 1)1 = 73<. m -*(enanakan ,= 5 m ,1 = 20 m Tebal plat &* s = 1.8 m Tebal plat &* = 1.4 m s = 40 1)8 = 6 I s > D = 72>218.24 = 0.4 = 0 1)4 = 28 I >D= 42>218.24 = 0.15 w = 0.24 :e,*n%%a
/ =w. D. , / = 0.29 . 218.24. 40 = 75<.8; a&* &*paka* #(o*l T &en%an 'k'(an 50 18 200 14
+emen',*
P,RHITUN!AN S,KAT-S,KAT K,+AP AIR 77
A. 7
Be(&asa(kan tabel 11.1 BK" 06 !ol "" :e. 11 pemB sekat mel*n tan% a&ala, sbb < :ekat e('k b'(*tan :te(n t'be b'lk,ea& :ekat Kama( +es*n :ekat T'b('kan Coll*s*on B'lk,ea& :at' ata' leb*, :ekat 'an% +'at Tabel penent'an Koe*s*en Cp Cs < Koe*s*en Cp Cs :.T'b('kan :. Non T #lat*n% Cp 1.1 @ 0.9 @ #ene%a( Cs = Const(a*nt ke&'a '$'n% 0.. 0.265. &an Cs = Const(a*nt sala, sat' '$'n% 0.45. 0.6. Co(('%ate& B'lk,ea&
Cs = :*mply :'ppo(te&
0.66.
T*n%%* :ekat &b = 1 m :ekat T'b('kan = ,-B A 1>50 B B = 8.12 = 6.1 :ekat Coe(&am = ,-B A 1>50 B B = 9.26 = 6.4 :ekat . +'at 1 = ,-B A 1>50 B B = 1.76 = 6.4 :ekat . +'at 2 = ,-B A 1>50 B B 14.71 = 6.44 :ekat . +'at = ,-B A 1>50 B B = 14.80
0.5.
m m m m m
=
6.45
Type Kapal !,N,RAL *AR!O
Nama Kapal KM At$ -T$o$ir1 A!IAN
A
AYAT
%a&*n% besa( 1st ('an% mes*n ba%*an l'as $a(ak mom.l'as m.*ne( plat pen%*k't D DEDE-2 60 1.2 72 1.8 2289.6 72809.28 (#at 'i#a$
1.2 plat ,a&ap 20
0
6
16.2
58.2
9447.84
1.2
24 12
0.6
14.4 2887.2
8.64 82265.76
U1
mom.l'as 21.8727 l'as U2 10.52727 " m.*ne( A m.*ne( *n&3 84977.28 "na " DER2 21826.42 $a&* &*paka* p(o*l T &en%an 'k'(an 0012 20012
w1 w2
%a&*n% besa( 2n& ('an% mes*n ba%*an l'as $a(ak mom.l'as m.*ne( plat pen%*k't D DEDE-2 60 1.2 72 1.8 2289.6 72809.28 (#at 'i#a$
1.2 plat ,a&ap 16
0
6
16.2
58.2
9447.84
1.2
19.2 127.2
0.6
11.52 2884.2
6.912 82264.02
U1
mom.l'as 22.67547 l'as U2 9.724528 " m.*ne( A m.*ne( *n&3 84974.976 "na " DER2 19571.659 $a&* &*paka* p(o*l T &en%an 'k'(an 0012 16012
w1 w2
UKURAN -UKURAN UTAMA KAPAL
Type Kapal TANK,R
Nama Kapal
Lpp Lwl a
= = =
82.5 84.5625 0.6
KM At$ -T$o$ir1 A!
A
Lkonst. = B = =
89 14 7.15
Sistem Konstruksi
AYAT
T = Cb = !s = :
5.9 0.76 11
Memanjang HASIL
P,RHITUN!AN +AN KOR,KSI
:ekat . +'at 5 = ,-B A 1>50 B B = = 6.45 :ekat .#ompa = ,-B A 1>50 B B = = 6.44 :ekat Kama( +es*n = ,-B A 1>50 B B = 6.42 :ekat B'(*tan = ,-B A 1>50 B B = = 5.88
14.75
m
14.74
m
1.74
m
11.61
m
> Renana Le'ar P#at Sekat
a. :ekat + """ ) + "! ) + ! . #ompa #lat 1 leba( = 900 mm 0.9 m #lat 2 leba( = 1800 mm 1.8 m 1.8 #lat leba( = 1800 mm m #lat 4 leba( = 1500 mm 1.5 m #lat 5 leba( = 1400 mm 1.4 m , = $a(ak &a(* p'sat beban ke 1 m &*atas &ek. +aka < ,1 = A 1 ,-B A 1>2. 0.9 = ;.<6 m ,2 = A 1 ,-B A 0.9 A 1>2. 1.8 = ;.D5 m , = A 1 ,-B A 0.9 A 1.8 A 1>2. 1.8 = .55 m ,4 = A 1 ,-B A 0.9 A 1.8 A 1.8 A 1>2. 1.5 = 4.86 m ,5 = A 1 ,-B A 0.9 A 1.8 A 1.8 A 1.5 A 1>2.1.4 6.5
m
:e,*n%%a < p1 = 9.81.,1 = 9.81.6.85= p2 = 9.81.,2 = 9.81. 6.5 = p = 9.81., = 9.81. 4.7= p4 = 9.81.,4 = 9.81. .05 = p5 = 9.81.,4 = 9.81. 0.6 = b :ekat T'b('kan #lat 1 leba( = 1500 mm #lat 2 leba( = 1100 mm #lat leba( = 1800 mm +aka < ,1 = A 1 ,-B A 1>2. 0.9
;5.<4<
kN>m2
;4.48
kN>m2
.;
kN>m2
43.5
kN>m2
.7
kN>m2
0.9 1.8 1.6
m m m
=
m.*ne( *n&3 1>12EbE, 8.64
m
;.<6
pel*ntan% s*s* ('an% ma'at ba%*an l'as plat pen%*k't D 60 1.2
$a(ak 72
mom.l'as m.*ne( m.*ne( *n&3 DEDE-2 1>12EbE, 7.8 2721.6 102876 8.64
(#at 'i#a$
2700
1.2 plat ,a&ap 24
2.88 2712
6
4.2
19.2
1.2
28.8 144
0.6
17.28 568.2
4665.6
10.68 118812
.456 4677.696
U1
"na U1 "na U2
997.88 207.
m.*ne( *n&3 1>12EbE, 8.64 2700 2.04 2711 "na U1 "na U2
86.12 2012.6
mom.l'as 24.78 l'as U2 1.62 " m.*ne( A m.*ne( *n&3 12489.8 "na " DER2 5066.82 $a&* &*paka* p(o*l T &en%an 'k'(an
829.44 15925.2
w1 w2
601 2401
"na U1 "na U2
UKURAN -UKURAN UTAMA KAPAL
Type Kapal TANK,R
Nama Kapal
Lpp Lwl a
= = =
82.5 84.5625 0.6
Lkonst. = B = =
KM At$ -T$o$ir1 A!
89 14 7.15
Sistem Konstruksi
A AYAT
T = Cb = !s = :
5.9 0.76 11
Memanjang
P,RHITUN!AN +AN KOR,KSI
,2 = A 1 ,-B A 0.9 A 1>2. 1.8 = m 5.D5 , = A 1 ,-B A 0.9 A 1.8 A 1>2. 1.6 = m D.<< :e,*n%%a < p1 = 9.81.,1 = 9.81.6)65 = p2 = 9.81.,2 = 9.81. 4.95 = p = 9.81., = 9.81. .5 = :ekat .+'at 1 #lat 1 leba( = 1500 mm #lat 2 leba( = 1100 mm #lat leba( = 1800 mm #lat 4 leba( = 1800 mm
;5.
kN>m2
54.3
kN>m2
D;.83
kN>m2
1.8 1.8 1.8 1.48
m m m m
+aka < ,1 = A 1 ,-B A 1>2. 1.8 = m ;.45 ,2 = A 1 ,-B A 1.8 A 1>2. 1.8 = m 5.D5 , = A 1 ,-B A 1.8 A 1.8 A 1>2. 1.8 = m 4.;5 ,4= A 1 ,-B A 1.8 A 1.8 A 1.8 A 1>2. 1.48 = m 7.67 :e,*n%%a < p1 = 9.81.,1 = 9.81.6)65 = p2 = 9.81.,2 = 9.81. 4.95 = p = 9.81., = 9.81. .5 = p4 = 9.81.,4 = 9.81. .5 =
;7.D7
kN>m2
54.3
kN>m2
4;.66
kN>m2
8.87
kN>m2
4.7 > Te'a# P#at Sekat
t = Cp. a.@p A tk -*mana < tk = 1.5 V = 0.91 Cp = 1.1@ = 1.1 @0.91 = 1.05 Fnt'k :. T'b('kan =
[email protected] = 0.86 Fnt'k Non T'b('kan a = 0.6 'nt'k sekat e('k b'(*tan sekat t'b('kan
HASIL
1415 2575
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.5 84.5625 0.6
KM At$ -T$o$ir1 A!
A
AYAT
Lkonst. = B = =
89 14 7.15
Sistem Konstruksi
T = Cb = !s = :
5.9 0.76 11
Memanjang
P,RHITUN!AN +AN KOR,KSI
a. :ekat + """ ) + "!) + ! ) #ompa t1 = Cp. a. @p1 A tk t = Cp. a. @p A tk = 0.86. 0.6 @ 6.76 A 1.5 = 0.86. 0.6 @ 9.7 A 1.5 = 9 = 8 9 mm 8 mm = = t2 = Cp. a. @p2 A tk t4 = Cp. a. @p5 A tk = 0.86. 0.6 @ 55.92 A 1.5 = 0.86. 0.6 @ 27.96 A 1.5 = 9 = 8 = 9 mm = 8 mm t5 = Cp. a. @p2 A tk = 0.86. 0.6 @ 55.92 A 1.5 = 6 = 6 mm b.:ekat T'b('kan t1 = Cp. a. @p1 A tk = 1.05. 0.6 @ 65.24 A 1.5 = 9 9 mm = t2 = Cp. a. @p2 A tk = 1.05. 0.6 @ 50.52 A 1.5 = 9 = 9 D.7
t = Cp. a. @p A tk = 1.05. 0.6 @ 4.4 A 1.5 = 8 8 =
HASIL
t1 = 9 mm t2 = 9 mm t = 8 mm t4 = 8 mm t5 = 6 mm
t1 = 9 mm t2 = 9 mm t = 8 mm
> Mo)u#us Penegar Sekat
+o&'l's #ene%a( :ekat t*&ak bole, k'(an% &a(* < / = s.a. l2. p -*mana < s = 0.45. = 0.41 Fnt'k :ekat T'b('kan s = 0.6. = &b = l=
0. 1 6.2
Fnt'k :ekat non T'b('kan m m
p = p1 =
6.98
kN>m
Fnt'k :ekat non T'b('kan / = 0.. 0.6 6.4 2. 16.68 = 274.95 kN>m2 -*pe(ole, 'k'(an p(o*l < L Fk'(an B(aket < 280 9.5 Fnt'k :ekat T'b('kan / = 0.4. 0.6 . 6.42. 16.68 = 4.69 kN>m2 -*pe(ole, 'k'(an p(o*l < L 'k'(an b(aket < 10 10.5
150 100 14
/ = 274.95 kN>m2
/= 4.69 kN>m2 200 100 12
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.5 84.5625 0.6
KM At$ -T$o$ir1 A!
A
Lkonst. = B = =
89 14 77..15
Sistem Konstruksi AYAT
:
T = Cb = !s = Memanjang
P,RHITUN!AN +AN KOR,KSI
:ekat .+'at 2) K. +es*n #lat 1 leba( = 1500 mm 1.8 m #lat 2 leba( = 1100 mm 1.5 m #lat leba( = 1800 mm 1.5 m #lat 4 leba( = 1800 mm 1.5 m #lat 4 leba( = 1800 mm 1.06 m +aka < ,1 = A 1 ,-B A 1>2. 1.8 = m ;.45 ,2 = A 1 ,-B A 1.8 A 1>2. 1.5 = m .;6 , = A 1 ,-B A 1.8 A 1.5 A 1>2. 1.5 = D.76 m ,4 = A 1 ,-B A 1.8 A 1.5 A 1.5 A 1>2. 1.5 = 7.;6 m ,5= A 1 ,-B A 1.8 A 1.5 A 1.5A 1.5 A 1>2.1.06 6.D4
m
:e,*n%%a < p1 = 9.81.,1 = 9.81.6)65 = p2 = 9.81.,2 = 9.81. 4.95 = p = 9.81., = 9.81. .5 = p4 = 9.81.,4 = 9.81. .5 = p4 = 9.81.,4 = 9.81. .5 =
5.9 0.76 11
;7.D7
kN>m2
5.7D
kN>m2
D6.7
kN>m2
75.<6
kN>m2
D.7
kN>m2
K. +es*n #lat 1 leba( = 1500 mm #lat 2 leba( = 1100 mm
1.5 1.5
m m
#lat leba( = 1800 mm #lat 4 leba( = 1800 mm #lat 4 leba( = 1800 mm
1.5 1.5 0.87
m m m
+aka < ,1 = A 1 ,-B A 1>2. 1.5 = m ;.6 ,2 = A 1 ,-B A 1.5A 1>2. 1.5 = m .86 , = A 1 ,-B A 1.5 A 1.5 A 1>2. 1.5 = D.6 m ,4 = A 1 ,-B A 1.5 A 1.5 A 1.5 A 1>2. 1.5 = m 7.86 ,4 = A 1 ,-B A 1.5 A 1.5 A 1.5A 1.5 A 1>2.0.87
HASIL
6.<4
m
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.5 84.5625 0.6
KM At$ -T$o$ir1 A!
A
Lkonst. = B = =
89 14 77..15
Sistem Konstruksi AYAT
:
T = Cb = !s = Memanjang
P,RHITUN!AN +AN KOR,KSI
:e,*n%%a < p1 = 9.81.,1 = 9.81.6)65 = p2 = 9.81.,2 = 9.81. 4.95 = p = 9.81., = 9.81. .5 = p4 = 9.81.,4 = 9.81. .5 = p4 = 9.81.,4 = 9.81. .5 = :. B'(*tan #lat 1 leba( = 1500 mm #lat 2 leba( = 1100 mm #lat leba( = 1800 mm #lat 4 leba( = 1800 mm #lat 4 leba( = 1800 mm
;4.<3
kN>m2
3.6<
kN>m2
DD.D5
kN>m2
73.;
kN>m2
<.67
kN>m2
1.5 1.5 1.5 1.5 1.1
m m m m m
+aka < ,1 = A 1 ,-B A 1>2. 1.5 = m ;.6 ,2 = A 1 ,-B A 1.5A 1>2. 1.5 = m .86 , = A 1 ,-B A 1.5 A 1.5 A 1>2. 1.5 = m D.6 ,4 = A 1 ,-B A 1.5 A 1.5 A 1.5 A 1>2. 1.5 = m 7.86 ,4 = A 1 ,-B A 1.5 A 1.5 A 1.5A 1.5 A 1>2.0.87 6.56
m
:e,*n%%a < p1 = 9.81.,1 = 9.81.6)65 = p2 = 9.81.,2 = 9.81. 4.95 = p = 9.81., = 9.81. .5 = p4 = 9.81.,4 = 9.81. .5 = p4 = 9.81.,4 = 9.81. .5 =
5.9 0.76 11
;4.<3
kN>m2
3.6<
kN>m2
DD.D5
kN>m2
73.;
kN>m2
.3;
kN>m2
HASIL
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.5 84.5625 0.6
Lkonst. = B = =
Sistem Konstruksi
KM At$ -T$o$ir1
A!
A
AYAT
Per$itun
76
7
Konstruksi !e#a)ak
89 14 7.15
T = Cb = !s = :
5.9 0.76 11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI > Pem'ujur !e#a)ak
+o&'l's pemb'$'( %ela&ak < / = . a. p. l2. k -*mana < = 0.75 a= 0.6 m p- = l= / = 0.75. 0.6. 24)84.5.422. 0.91= G Untuk +aera$ A
-*pe(ole, Fk'(an #(o*l Fk'(an B(aket
<
p-+ = l=
/ = 0.75. 0.6. 26.9.4. . 0.91= 2
-*pe(ole, Fk'(an #(o*l Fk'(an B(aket
<
kN>m2 m m
/a= 42.74 m
.52 4. 25.78
kN>m2 m m
/m = 25.78 m
L160 80 14 270 9
<
p-D =
G Untuk +aera$ *eruk Ha#auan
l= / = 0.75. 0.6. 8.0. . 0.91= 2
-*pe(ole, Fk'(an #(o*l Fk'(an B(aket
leba( setempat 0.91
L 250 90 12 0 11
<
G Untuk +aera$ M
5.28 5.42 42.74
b= k=
<
171.54
46.55 kN>m2 m m
/ = 171.54 m
L 120 80 14 240 8.5
<
G Untuk angunan Atas
p-= l= 2 / = 0.75. 0.6. 19.21.5.76 . 0.91= > Poo( +ek
-*pe(ole, Fk'(an #(o*l Fk'(an B(aket
<
p-= l=
/ = 0.75. 0.6. 12.65.4)2. 0.91= -*pe(ole, Fk'(an #(o*l Fk'(an B(aket
< <
kN>m2 m m
/= 296.71 m
L 200 100 10 290 9.5
<
> oat +ek
21.84 5.76 296.71
14.85 4. 112.47
kN>m2 m m
L 10 65 10 210 7.5
/= 112.47 m
UKURAN -UKURAN UTAMA KAPAL
Type Kapal TANK,R
Nama Kapal
Lpp Lwl a
= = =
82.5 84.5625 0.6
KM At$ -T$o$ir1
A!
A
AYAT
N=
76..7
Lkonst. = B = =
89 14 7.15
Sistem Konstruksi
T = Cb = Cm = :
5.9 0.76 0.98
!s =
11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI > Per$itungan ,n) *oaming G Ruang Muat I
R = k > 1 . N . : -*mana < :=leba( kapal pa&a s*&e oam*n%= 7.2 m b1 = $a(ak &a(* s*&e oam*n% ke s*s* kapal = 4. k = &a(* tabel ) &*mana < β = b1>: = 2.9 > 12.5 = *nte(polas* K β = 0.60 β 0.2 K = 4.20 0.25 :e,*n%%a ,-=1.75. &>-o 0.1.a = 1.2 1 = 0.91 D1 = 17.28 m² D2 = 2.88 m² N = ,- D1 A D2 = maka R =
0.60 K 1.4 1.45
26.59
K . N . : = 1)4 61)41 12)5 1 0.91 = 88.68 m³
#e(,*t'n%an #(o*l T l>e = 4)6 > 2) = em1>e = 0.18
0.5
R= 88.68 mO l>e 0 1
-en%an *nte(polas* &*&apat em1= 0.18 14.4 = 2.592 458.4 #lat *k't = #lat %ela&ak = 9 mm = 6.8 m 2 D = 188)6 0)9 = 2.28 m -*(enanakan ,= 5 m b= 20 m Tebal plat &* s = 1.0 m Tebal plat &* = 0.8 m s = 7 2 = 5 I s > D = 74 > 60.9 = = 0 1)4 = 16 I > D = 42 > 60)9 = w =
m
em1>e 0 0.6 m
0.15 0.07
0.12
:e,*n%%a
/ =w.D . , / = 0)25 169)7 0 = 979.78 mO a&* &*paka* #(o*l T &en%an 'k'(an 50 10 200 8
+emen',*
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.5 84.5625 0.6
Lkonst. = B = =
KM At$ -T$o$ir1
A!
A
89 14 7.15
Sistem Konstruksi
AYAT
p-= l= 2 / = 0.75. 0.6. 12.59.4)0 . 0.91= -*pe(ole, Fk'(an #(o*l Fk'(an B(aket
14.55 4 95.4
<
p-= l= 2 / = 0.75. 0.6. 12.59.2.7 . 0.91= -*pe(ole, Fk'(an #(o*l Fk'(an B(aket > /oreast#e +ek
<
Memanjang
l= / = 0.75. 0.6. 8.0.4.12 2. 0.91= <
l= / = 0.75. 0.6. 8.0.4.12 . 0.91= 2
-*pe(ole, Fk'(an #(o*l Fk'(an B(aket
<
/= 95.4 m
14.55 2.7 44.5
kN>m2 m m
/= 44.5 m
46.55 4.12 2.82
kN>m2 m m
/= 2.82 m
L 180 90 14 < 00 10
p-=
> 4n) +ek
kN>m2 m m
HASIL
L 100 50 6 < 110 11
p-=
-*pe(ole, Fk'(an #(o*l Fk'(an B(aket
5.9 0.76 11
L 100 65 11 < 190 7
> To( +ek
K.
:
P,RHITUN!AN +AN KOR,KSI
> Na@igation +ek
;
T = Cb = !s =
5.28 .54 181.0
kN>m2 m m
/= 181.0 m
L 150 90 10 < 245 8.5
> Mo)u#us Sta1s
/ = 4. ps. l. e2 Pa)a Mi))#e
#s = # s8 + e = 2 . 0.6 l =
112.8 kN>m2 1.2 1 m
+aka < / = 4..76. 1.2 2. 1 = -*pe(ole, Fk'(an #(o*l Fk'(an B(aket
=
647.29
kN>m2
L 150 90 10 = 240 7.0
/ = 647.29 kN>m2
UKURAN -UKURAN UTAMA KAPAL
TANK,R
Lpp Lwl a
= = =
Nama Kapal
truksi
:
Type Kapal
82.5 84.5625 0.6
Lkonst. = B = =
89 14 7.15
T = Cb = Cm =
5.9 0.76 0.98
!s =
11
Memanjang
KM At$ -T$o$ir1
P,RHITUN!AN +AN KOR,KSI A!
A
AYAT
HASIL G Ruang Muat II C III
R = k > 1 . N . : -*mana < :=leba( kapal pa&a s*&e oam*n%= 7.2 m b1 = $a(ak &a(* s*&e oam*n% ke s*s* kapal = 4. k = &a(* tabel ) &*mana β = b1>: = 2.9 > 12.5 = *nte(polas* K β β 0.60 0.2 K = 4.20 0.25 :e,*n%%a ,-=1.75. &>-o 0.1.a = 1.2 1 0.91 D1 17.28 m² D2 2.88 m² N = ,- D1 A D2 =
m 0.60 K 1.4 1.45
26.59
maka R = K . N . : 1)4 61)41 12)5 1 0.91 = 88.68 m³
L ,atway =
=
112 m 25 m
t
#e(,*t'n%an #(o*l T l>e = 4)6 > 2) = 0.5 em1>e = 0.18
=
0.156 m .156 mm
l>e 0 1
em1>e 0 0.6 458.4 m
-en%an *nte(polas* &*&apat em1= 0.18 14.4 = 2.592 #lat *k't = #lat %ela&ak = 9 mm = m 6.8 D = 188)6 0)9 = 2.28 m2 -*(enanakan ,= 5 m b= 20 m Tebal plat &* s = 1.0 m Tebal plat &* = 0.8 m s = 7 2 = 5 I s > D = 74 > 60.9 = = 0 1)4 16 I > D = 42 > 60)9 = w = 0.12 :e,*n%%a / = w . D . , / = 0)25 169)7 0 979.78 mO a&* &*paka* #(o*l T &en%an 'k'(an 50 10 200 8
0.15 0.07
+emen',*
R= 88.68 mO
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.5 84.5625 0.6
Lkonst. = B = =
KM At$ -T$o$ir1
A!
89 14 7.15
T = Cb = !s =
Sistem Konstruksi
A AYAT
:
5.9 0.76 11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI
<
N=
.467
> Per$itungan Si)e *oaming
7D
+ek Loa)s
:e,*n%%a ,- = 1.75. &>-o 0.1. -*mana < & = T = 5.9 m -o = = 7.15 m maka &>-o = 5.9 >7.4 = a = $a(ak anta( &ek = 1.25 :e,*n%%a ,-=1.75. &>-o 0.1.a = 1.2
0.8
m
4.4 89 7.2 1.5 0.91
m m m m
m
Mo)u#us untuk Ruang Muat I
R = K1.l.N A K2. l 1 -*mana <
K1 = L = l = K2 = 1 =
N = D. ,D = l.b b =1>25.75 A 1>2)6 = 4.68 m D = 14.4 4)15 = .66 N = 9)84 1)22 = 44.40 +aka R K1 . l . N A K2 . L = 4)4. 9)6 . 48)59 A 1)5. 75 1 0.91 = 1692.9 m L ,atw = 1440 m t= 0.008058 m
=
141.5 m
#e(,*t'n%an #(o*l T l>e = 7.2> 7.2 = 1 em1>e = 0.6
l>e 0 1
-en%an *nte(polas* &*&apat em1= 0.95 = 1.08 #lat *k't = #lat %ela&ak = 9 mm m 6.8 D = 285 0)9 =
0.08 mm
8<.4 m2
763
em1>e 0 0.6 m
R= 1692.9 m
UKURAN -UKURAN UTAMA KAPAL
Type Kapal TANK,R
Nama Kapal
Lpp Lwl a
KM At$ -T$o$ir1
A!
= = =
82.5 84.5625 0.6
Lkonst. = B = =
Sistem Konstruksi
A AYAT
:
89 14 7.15
T = Cb = Cm =
5.9 0.76 0.98
Cp = !s =
0 11
Memanjang
P,RHITUN!AN +AN KOR,KSI
HASIL
G ,ngine *assing "Ruang Mesin )an 4n) +e&
R = k > 1 . N . : -*mana <:=leba( kapal pa&a s*&e oam*n%= 4.8 b1 = $a(ak &a(* s*&e oam*n% ke s*s* kapal = k = &a(* tabel ) &*mana β = b1>: = 2.9 > 12.5 = *nte(polas* K β = 1.08
K
N = ,- D1 A D2 =
5.2
m 1.08 K 1.4 1.45
β
0.2 0.25
=
7.58 :e,*n%%a ,-=1.75. &>-o 0.1.a = 1 = 0.91 D1 = 12.48 m² D2 = 2.4 m²
m
1.2
19.6
maka R K . N . : = 1)4 61)41 12)5 1 0.91 = 784.76 m³
#e(,*t'n%an #(o*l T l>e = 4)6 > 2) = 1 em1>e = 0.6
R= 784.76 mO
l>e 0 1
-en%an *nte(polas* &*&apat em1= 0.18 14.4 1.728 7<4.3 #lat *k't = #lat %ela&ak = 7 mm m 6.< D = 188)6 0)9 = 120.96 m2 -*(enanakan ,= 0 m b= 20 m Tebal plat &* s = 1.0 m Tebal plat &* = 0.8 m s = 7 2 = 0 I s > D = 74 > 60.9 = = 0 1)4 16 I > D = 42 > 60)9 = w =
em1>e 0 0.6 m
0.25 0.1
0.21
:e,*n%% / = w . D . , / = 0)25 169)7 0 762.05 mO a&* &*paka* #(o*l T &en%an 'k' 00 10 200 8
+emen',*
UKURAN -UKURAN UTAMA KAPAL
Type Kapal TANK,R
Nama Kapal
Lpp Lwl a
= = =
82.5 84.5625 0.6
KM At$ -T$o$ir1
A!
Lkonst. = B = =
89 14 7.15
T = Cb = !s =
Sistem Konstruksi
A AYAT
:
5.9 0.76 11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI
-*(enanakan ,= 5 m Tebal plat &* s = 1.8 Tebal plat &* = 1.5 s = 7 2 = 6 = 0 1)4 = 0 w =
,1 =
20 m
m m I s > D = 74 > 226)8 I > D = 45 > 226)8
= =
0.65 0.1
0.49
:e,*n%%a / = w . D . , / = 0)29 226)8 7 = a&* &*paka* #(o*l T &en%an 'k'(an
1666.98 m +emen',* 50 18 200 15
Mo)u#us untuk Ruang Muat II )an III
K1 = L = l = K2 = 1 =
-*mana < N = D. ,-
D = l.b b = 1>2.8 A 1>2 . 2)22 4.68 D = 12 5)11 = .66 N = 61)2 1)22 = 44.40 +aka R = K1 . l . N A K 2 . L = 4)4. 12 . 74)78 A 1)5. 75 1 0.91 = 1692.9 m
L ,atway =
1440 m 141.5 m
=
#e(,*t'n%an #(o*l T l>e = 17.2>7.2= em1>e = 0.6
1
t
=
4.4 89 7.2 1.5 0.91
R= 1692.9 m
0.0081 m 0.0806 mm
l>e 0 1
-en%an *nte(polas* &*&apat em1= 0.95 = 1.08 763 #lat *k't = #lat %ela&ak = 9 mm = 6.8 m 2 D = 285 0)9 = 8<.4 m -*(enanakan ,= 5 m ,1 = 20 m Tebal plat &* s = 1.8 m Tebal plat &* = 1.5 m s = 7 2 = 6 I s > D = 74 > 226)8 = = 0 1)4 = 0 I > D = 45 > 226)8 = w =
0.49
m m m m
em1>e 0 0.6 m
0.65 0.1
UKURAN -UKURAN UTAMA KAPAL
Type Kapal TANK,R
Nama Kapal
Lpp Lwl a
= = =
82.5 84.5625 0.6
KM At$ -T$o$ir1
A!
.7
89 14 7.15
Sistem Konstruksi
A AYAT 76
Lkonst. = B = =
T = Cb = Cm = :
5.9 0.76 0.98
Cp = !s =
0 11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI > Per$itungan +ek *enter !ir)er G Pa)a Ruang Muat I
/ = . e. l2. p. k -*mana <
= e=
0.75 7.9
l= p = p-+
4.2 .52
m kN>m2
/= 187.81 m
+aka / = . e . lP . p . k / = 0)75. 4 . 2 . 2)17 . 0)91 = 187.81 #e(,*t'n%an #(o*l T l>e = > 4 = 0.5 em1>e = 0.19
m l>e 0 1
-en%an *nte(polas* &*&apat em1= 0.27 4 = 1)08 m #lat *k't = #lat %ela&ak &en%an tebal maks*m'm = 9 mm D = 146.4 0)9 = 7D;.63 m2 -*(enanakan ,= 5 m ,1 = 25 m Tebal plat &* s = 1.8 m Tebal plat &* = 1.6 m s = 27 0)9 = 6 I s > D = 24) > 97)2 = = 20 0)8 = 40 I > D = 16 > 97)2 = w =
em1>e 0 0.6 757.4 m 0.9
0.46 0.29
0.54
:e,*n%%a / = w . D . , / = 0)28 11.76 5 a&* &*paka* #(o*l T &en%an 'k'(an
=
2571.91 m +emen',* 50 18 250 16
G Pa)a Ruang Muat II C III
/ = . e. l 2. p. k -*mana < = e=
0.75 .6
l= p = p-+
4.2 .52
m kN>m2
+aka / = . e . lP . p . k / = 0)75 . . 4 2. 2)17 . 0)91 = 1452.67 #e(,*t'n%an #(o*l T l>e = 4> = 1.17 em1>e = 0.41
m l>e 1 2
em1>e 0.6 0.64 -en%an *nte(polas* &*&apat em1= 0.45 = 1.5 m 7;. m #lat *k't = #lat %ela&ak &en%an tebal maks*m'm = 9 mm = 0.9 2 D = 146.4 0)9 = 11.76 m -*(enanakan ,= 5 m b= 25 m Tebal plat &* s = 1.8 m Tebal plat &* = 1.4 m
/= 1452.6746 m
s = 0 1 = 2 0)8
= 6 = 5
I s > D = 0 > 121)5 I > D = 18)4 > 121)5
= =
0.48 0.27
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.5 Lkonst. = 84.5625 B = 0.6 =
KM At$ -T$o$ir1
A!
A
89 14 7.15
T = Cb = !s =
Sistem Konstruksi
AYAT
:
5.9 0.76 11
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI
:e,*n%%a
/ =w. D. , / = 0)29 226)8 7 a&* &*paka* #(o*l T &en%an 'k'(an
=
1666.98 m +emen',* 50 18 200 15
Mo)u#us untuk ,ngine *asing " 7st )an 4n) +ek &
R = K1.l.N A K2. L 1 -*mana <
K1 = L = l= K2 = 1 =
4.4 89 5.4 1.5 0.91
m m m m
N = D. ,D = l.b b = 1>2. A 1>2 . 5)1 = .7 m D = 4)05 = 19.98 N = 12)15 1)22 26.5 +aka R = 4)4 . . 14)82 A 1)5 . 75 0.91 = 84.82 m
L ,atway =
540 m 25 m
=
#e(,*t'n%an #(o*l T l>e = > 1)2 = em1>e = 0.40
t
=
1.125
0.0618 m 0.6184 mm
l>e 1 2
em1>e 0.6 0.64 776.; m
-en%an *nte(polas* &*&apat em1= 0.40 4.8 1.106 #lat *k't = #lat %ela&ak = 7 mm = m 6.< 2 D = 110.6 0.7= 77.42 m -*(enanakan ,= 0 m ,1 = 20 m Tebal plat &* s = 1.2 m Tebal plat &* = 0.8 m s = 22 0)8 6 I s > D = 17)6 > 78)84 = = 18 0)6 = 16 I > D = 10)8 > 78)84 = w =
0.46 0.21
0.6
:e,*n%%a
/ =w. D. , / = 0)20 78)84 22 86.16 a&* &*paka* #(o*l T &en%an 'k'(a 00 12 200 8
m
+emen',*
R= 84.82 m
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.5 Lkonst. = 84.5625 B = 0.6 =
KM At$ -T$o$ir1
A!
A
89 14 7.15
Sistem Konstruksi
AYAT
T = Cb = Cm =
5.9 0.76 0.98
:
Memanjang
Cp = !s =
P,RHITUN!AN +AN KOR,KSI
w =
0 11
HASIL
0.28
:e,*n%%a
/ =w. D. , / = 0)28 11.76 1291.25 a&* &*paka* #(o*l T &en%an 'k'(a 50 16 200 14
m
+emen',*
4.8 5.28
m kN>m2
G Pa)a Ruang Mesin
/ = . e. l2. p. k -*mana < = e=
0.75 2.4
l= p = p-
+aka / = . e . lP . p . k / = 0)75 . 1)2 . )6 2. 24)84 . 0)91 11.2 m #e(,*t'n%an #(o*l T l>e = )6 > 1)2 = 2 l>e em1>e em1>e = 0.64 2 0.64 0.82 -en%an *nte(polas* &*&apat em1= 0.82 1)2 = 0)984 m 15.6 #lat *k't = #lat %ela&ak &en%an tebal maks*m'm = 7 mm = 0.7 2 D = 15.6 0)9 = 107.52 m -*(enanakan ,= 0 m ,1 = 20 m Tebal plat &* s = 1.6 m Tebal plat &* = 1.4 m s = 20 0)8 = 48 I s > D = 16 > 88)56 = 0.45 = 16 0)6 = 28 I > D = 9)6 > 88)56 = 0.26 w =
/= 11.2 m
0.7
:e,*n%%a
/ =w. D. , / = 0)15 88)56 20 119.47 a&* &*paka* #(o*l T &en%an 'k'(a 00 16 200 14
m
+emen',*
G Pa)a /oreast#e +ek
/ = . e. l2. p. k -*mana < = 0.75 l= 4 m e= 2.4 p = p-D 46.55 kN>m2 2 +aka / = 0)75 . )4 . 4 . 1)82 . 0)91 1219.87 m #e(,*t'n%an #(o*l T l>e = 4 > )4 = 1.67 l>e em1>e em1>e = 0.55 1 0.6 2 0.64 -en%an *nte(polas* &*&apat em1= 0.55 2.4 100 = 7D7.4 m
/= 1219.86881567 m
#lat *k't = #lat o(e astle &en%an tebal maks*m'm = 7 mm = D = 19 0)9 = 87.3 m2
0.7
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal KM At$ -T$o$ir1
A!
A
AYAT
= = =
82.5 84.5625 0.6
Lkonst. = B = =
89 14 7.15
Sistem Konstruksi
T = Cb = !s = :
5.9 0.76 11
Memanjang
P,RHITUN!AN +AN KOR,KSI
HASIL
UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.5 84.5625 0.6
Lkonst. = B = =
KM At$ -T$o$ir1
A!
A
89 14 7.15
Sistem Konstruksi
AYAT
T = Cb = Cm = :
5.9 0.76 11
Cp = !s =
Memanjang
HASIL
P,RHITUN!AN +AN KOR,KSI
-*(enanakan ,= Tebal plat &* s = Tebal plat &* = s = 0 1)4 = 25 1)2 w =
0 m 1.4 1.2 = 42 = 24
,1 = m m I s > D = I >D=
0.8
/ =w. D. , / = 0)8 91.84 0 = a&* &*paka* #(o*l T &en%an 'k'(an
0 0
20 m
42 > 125)1 40 > 125)1
= =
0.46 0.26
s > D
w
0.2 0.4
0.29 0.4
:e,*n%%a
1046.98
m +emen',* 00 14 200 12
G Pa)a angunan - 'angunan Atas
-alam ,al *n* &*,*t'n% pa&a #oop -ek)se&an%kan ban%'nan atas yan% la*n 'k'(an p(o*lnya &*amb*l sama &en%an pa&a #oop -ek / = . e. l2. p. k -*mana < = 0.75 l= 4.2 m e= 2.4 p= 5.28 kN>m2
+aka / = . e . lP . p . k / = 0)75. 2.4 . 4.2 2 . 29.58 . 0)91 = #e(,*t'n%an #(o*l T l>e = )5> 1)2 = 1.75 em1>e = 0.57
1019.
m
l>e 1 2
em1>e 0.6 0.64 7D;.3 m m
-en%an *nte(polas* &*&apat em1= 0.57 2.4 100 = #lat *k't = #lat %ela&ak #oop = 7 mm = 0.7 2 D = 10)2 0.7 = m 85.<; -*(enanakan ,= 0 m b= 20 m Tebal plat &* s = 1.2 m Tebal plat &* = 1.0 m s = 2 0)8 = 6 I s > D = 18)4 > 72)24 = 0.8 = 19 0)6 = 20 I > D = 11)4 > 72)24 = 0.21 w =
0.0
:e,*n%%a
/ =w. D. , / = 0)2 72)24 2 a&* &*paka* #(o*l T &en%an 'k'(an
=
861.84 m +emen',* 00 12 200 10
/= 1019.29 m
RESUME PERHITUNGAN STEEL PLAN UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal KM. At$-T$o$ir1
NO
= = =
82.50 84.56 0.60
Lkonst. = B = =
81.21 7.15 0.00
Sistem Konstruksi
NAMA
7
Tinggi +ou'#e ottom
4
0arak !a)ing Norma#
D
e'an (a)a !e#a)ak *uaa
S,*TION
,= ao =
e'an Sisi
E -ae(a, + plat 1) leba( plat 2) leba( plat ) leba( plat 4) leba( plat 5) leba( E -ae(a, plat 1) leba( plat 2) leba( plat ) leba( plat 4) leba( plat 5) leba( plat 6) leba( E -ae(a, D plat 1) leba( plat 2) leba( plat ) leba( plat 4) leba( plat 5) leba( 5
5.90 0.76 11 PRO/IL
1000 0.60
m m
2.04 5.28 .52 46.55
kN>m2 kN>m2 kN>m2 kN>m2
.7.7
4.7.7
< < < < <
1800 mm 1500 mm 1500 mm 1800 mm 1500 mm
ps1 = ps2 = ps = ps4 = ps5 =
70.76 61.62 52.02 42.42 112.8
kN>m2 kN>m2 kN>m2 kN>m2 kN>m2
< < < < < <
82.500 mm 1500 mm 1500 mm 1800 mm 1800 mm 1500 mm
ps1 = ps2 = ps = ps4 = ps5 = ps6 =
81.22 74.2 66.62 59.14 150.99
0.00
kN>m2 kN>m2 kN>m2 kN>m2 kN>m2 kN>m2
< < < < <
1500 mm 1800 mm 1800 mm 1800 mm 1500 mm
ps1 = ps2 = ps = ps4 = ps5 =
112.89 111.91 110.87 109.85 268.82
kN>m2 kN>m2 kN>m2 kN>m2 kN>m2
ps1 = ps2 =
49.77 44.54
kN>m2 kN>m2
ps1 = ps2 =
42.11 7.98
kN>m2 kN>m2
ps1 = ps2 =
5.99 .11
kN>m2 kN>m2
ps1 = ps2 =
1.59 29.4
kN>m2 kN>m2
ps1 = ps2 =
91.46 8.18
kN>m2 kN>m2
e'an Sisi angunan Atas
E +a*n -ek plat 1) leba( < 1500 mm plat 2) leba( < 82.500 mm E #oop -ek plat 1) leba( < 1500 mm plat 2) leba( < 82.500 mm E Boat -ek plat 1) leba( < 1500 mm plat 2) leba( < 82.500 mm E Na3*%at*on -ek plat 1) leba( < 1500 mm plat 2) leba( < 82.500 mm E Do(eastle -ek plat 1) leba( < 1500 mm plat 2) leba( < 82.500 mm
= = =
: Memanjang
HASIL
po < p- < p-+ < p-D <
T Cb !s
RESUME PERHITUNGAN STEEL PLAN UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.50 84.56 0.60
KM. At$-T$o$ir1
NO ; <
Lkonst. = B = =
14.00 7.15 0.00
Sistem Konstruksi
NAMA e'an (a)a Struktur +e(an Ka(a# e'an (a)a +asar Ka(a#
S,*TION .4.4
e'an (a)a !e#a)ak angunan Atas
pe =
e'an (a)a P#at Inner ottom
PRO/IL
46.29
kN>m
89.95 82.04 114.11
kN>m2 kN>m2 kN>m2
p- = p- = p- = p- =
21.84 14.85 14.55 46.55
kN>m2 kN>m2 kN>m2 kN>m2
p= p= pL =
74.11 79.11 98.0 4.05 9.25 2.48
kN>m2 kN>m2 kN>m2 kN>m2 kN>m2 kN>m2
*.4.7
76
e'an (a)a !e#a)ak Akomo)asi
*.D.7
77
e'an (a)a !e#a)ak Mesin
*.D.4
74
e'an (a)a !e#a)ak 4n) +ek Ruang
*.7.7
Mesin 7D
Te'a# P#at +asar
; .7.7
tB < tB+ < tBD < 7
Le'ar )an Te'a# P#at i#ga
Le'ar )an Te'a# P#at Lunas
b= t = t+ = tD =
Te'a# P#at Sisi
E -ae(a, 0.4.L +*&s,*p ts1 = ts2 = ts = ts4 = ts5 = E -ae(a, ala'an ts1 = ts2 = ts =
mm mm mm
1800 8 9 9
mm mm mm mm
; 5.7
Leba( < -ae(a, + 0.7. L +*&s,*p -ae(a, F$'n% '$'n% Kapal 7;
9 9 9 ; .7
Leba( < -ae(a, < -ae(a, + < -ae(a, D < 75
2
5.7
p* < p*+ < p*D <
5.90 0.76 11
: Memanjang
.D
#oop -ek Boat -ek Na3*%at*on -ek Do(eastle -ek 8
= = =
HASIL
pB < pB+ < pBD < 3
T Cb !s
b= 1800 mm tk = 10.594162 mm tk = 9.547462 mm ; *.7.7
7 7 6 6
9
mm mm mm mm mm
9 9
mm mm
9
mm
RESUME PERHITUNGAN STEEL PLAN UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.50 84.56 0.60
KM. At$-T$o$ir1
NO
NAMA
Lkonst. = B = =
14.00 7.15 0.00
Sistem Konstruksi
: Memanjang
S,*TION
HASIL
ts4 = ts5 = E -ae(a, B'(*tan ts1 = ts2 = ts = ts4 = ts5 = ts6 = 7<
Te'a# P#at !e#a)ak
78
Le'ar )an Te'a# S$eerstrake
; *.D.7
Leba( < -ae(a, < -ae(a, + < -ae(a, D <
; *.D.4
Te'a# P#at Sisi angunan Atas
Te'a# P#at !e#a)ak angunan Atas
9 1
mm mm
8 7 7 7
10 0
mm mm mm mm mm mm
7 8 7
mm mm mm
1500 7 8
mm mm mm 8.85858 mm
7; .7.7
E +a*n) #oop) Boat) B(*&%e) &an Na3*%at*on -ek E Do(eastle -ek ts1 = ts2 = 46
b=
ts =
7
mm
ts1 = ts2 =
8 8
mm mm
t- =
7
mm mm mm mm mm
7; .4.7
E Fnt'k poop) boat)na3*%at*on &an o(eastle &ek sama. 47
Te'a# P#at (a)a Sternrame C Pro(e##er 'ra
; /.7.7
44
T e'a# P#at u#9ark
; K.7
4D
Te'a# P#at Inner ottom
3 . .7
t= t= t* =
4
Te'a# P#at !e#a)ak 4n) +ek Ruang Mesin
< 7.7
t=
9 6 8 7
45
*enter !ir)er
,= t= t=
1000 10 9
mm mm mm
Si)e !ir)er
3 D.4.7
T*n%%* < Tebal <
,= t= t= 3 .<.D. 3 . ;.4.4 w =
1000 8 9 1.5
mm mm mm mP
3 4.4.7
T*n%%* < Tebal < pa&a -ae(a, 0.7 L +*&s,*p < pa&a -ae(a, '$'n%'$'n% Kapal 4;
4<
Te'a# Erang P#at
#enampan% bla, /(an% plat
= = =
5.90 0.76 11 PRO/IL
< A.;
-ae(a, < -ae(a, + < -ae(a, D < 73
T Cb !s
RESUME PERHITUNGAN STEEL PLAN UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.50 84.56 0.60
KM. At$-T$o$ir1
NO
Lkonst. = B = = Sistem Konstruksi
NAMA
S,*TION
D7
Te'a# P#at Erang Ke)a(
74 .4.7
D4
Mo)u#us Penegar Erang Ke)a(
74 .D.7
DD
Te'a# Erang P#at "sing#e 'ottom&
3 A.7.4.D
D
Tinggi Erang P#at (a)a $a#auan "(#an)es&
D5
*enter !ir)er "Sing#e ottom&
Si)e !ir)er "Sing#e ottom&
Sea *$est
Te'a# P#at Erang Ter'uka
D3
Mu)u#us Erang Ter'uka
5.90 0.76 11
: Memanjang
HASIL
PRO/IL
t= / = t= ,=
7 40.90 8 110
mm m mm mm
t= =
10 61.96
mm m2
t= =
7 20.02
mm m2
90 60 6
3 .5.D.4
Tebal #lat < +o&'l's #ene%a( < D<
= = =
3 A.4.4.7
Tebal < :et*onal (ea < D;
T Cb !s
3 A.4.4.7
Tebal < :et*onal (ea < D5
14.00 7.15 0.00
3 .;.
t= 11 mm /= 61.15 m t = 8.58545 mm
100 65 7
/= /=
282.19 21.82
m m
180 90 12 150 90 12
/ =
22.69
m
150 90 12
/= /= /= /= /=
64.56 54.6 46.69 6.51 118.66
m m m m m
100 50 10 0 0 80 65 6 120 80 10
/ = / =
9.48 76.68
m m
100 65 11 100 65 9
66.88 45.56
m m
250 90 16 250 90 12 50 18 200 14 270 15 150 15 00 15 200 1
3 .;..D
+o&'l's a&*n% Bal*k +o&'l's a&*n% las 4
Mo)u#us !a)ing Utama )i Ruang Muat
8. A.4.7
D
Mo)u#us !a)ing Utama angunan Atas
8 A.D.4.7
+a*n -ek #oop -ek Boat -ek Na3*%at*on -ek Do(eastle -ek
Mo)u#us !a)ing Utama )i Ruang Mesin
8. A.4.7
5
Mo)u#us !a)ing Utama 4n) +ek Ruang
8 AD.4.7
Mesin ;
Mo)u#us !a)ing Utama *eruk Ha#auan
8 A.7
<
Mo)u#us !a)ing Utama *eruk uritan
8 A..4
/ = / =
3
Mo)u#us !a)ing esar )i Ruang Muat
8 A5.D.7
/ =
118.60
m
8
Mo)u#us !a)ing esar )i 4n) +ek
8. A5.D.7
/ =
825.51
m
8. A ;.7.7
/ =
747.8
m
Ruang Mesin 56
Mo)u#us !a)ing esar )i Ruang Mesin
RESUME PERHITUNGAN STEEL PLAN UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.50 84.56 0.60
KM. At$-T$o$ir1
NO 57
54
Lkonst. = B = = Sistem Konstruksi
NAMA
S,*TION
= = =
5.90 0.76 11
: Memanjang
HASIL
PRO/IL
E :ekat 'an% +'at "" E :ekat 'an% +es*n plat 1) leba( < 1800 mm plat 2) leba( < 1800 mm plat ) leba( < 1500 mm plat 4) leba( < 82.500 mm
t1 = t2 = t = t4 =
9 9 8 8
mm mm mm mm
E :ekat T'b('kan plat 1) leba( < 1500 mm plat 2) leba( < 1500 mm plat ) leba( < 1800 mm plat 4) leba( < 1800 mm
t1 = t2 = t = t4 =
9 9 8 0
mm mm mm mm
4.69
m m
150 100 14 200 100 12
Mo)u#us Penegar Sekat
77 . D.7
Per$itungan Pi##ar
/= /=
*ANTIL,=,R
274.95
D<:5.7
-*amete( L'a( Tebal 5
T Cb !s
Sekat-sekat Ke)a( Air
Fnt'k sekat t'b('kan < Fnt'k sekat non T'b('kan 5D
14.00 7.15 0.00
&a = 10 m tw = 6 m N= .;64
Untuk Ruang Muat II C III
:et*on NN
/=
749.55
m
50 18 250 15
:et*on SS
/=
941.00
m
50 18 250 16
:et*on NN
/=
2164.15
m
50 18 250 15
:et*on SS
/=
2507.54
m
50 18 250 17
Untuk Ruang Muat I
RESUME PERHITUNGAN STEEL PLAN UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal
= = =
82.50 84.56 0.60
KM. At$-T$o$ir1
NO
5;
Lkonst. = B = = Sistem Konstruksi
NAMA
S,*TION
T Cb !s
= = =
5.90 0.76 11
: Memanjang
HASIL
PRO/IL
a#ok !e#a)ak
-ae(a, < -ae(a, + < -ae(a, Ce('k ,ala'an #oop -ek Boat -ek Na3*%at*on -ek Top -ek Do(eastle -ek 2 n& -ek Kama( +es*n
/= /= /= /= /= /= /= /= /=
171.54 296.71 112.47 95.4 44.5 2.82 181.0
m m m m m m m m m
/=
647.29
m
L 150 90 10
Fnt'k 'an% +'at "" """
/=
1692.9
m
Fnt'k 'an% +'at "
/=
1692.9
m
Jn%*ne Cas*n% 2n& -ek 'an% +es*n
/=
84.82
m
Jn%*ne Cas*n% 'an% +es*n
/=
84.82
m
50 18 200 15 50 18 200 15 00 12 200 8 00 12 200 8
Fnt'k 'an% +'at "" """
/=
88.68
m
Fnt'k 'an% +'at "
/=
88.68
m
Jn%*ne Cas*n% 2n& -ek 'an% +es*n
/=
784.76
m
Jn%*ne Cas*n% 'an% +es*n
/=
784.76
m
53
Sta1s
6 K.4
58
Si)e *oaming
N! B.201
;6
14.00 7.15 0.00
42.74
25.78
L 250 90 12
L160 80 14 L 120 80 14 L 200 100 10 L 10 65 10 L 100 65 11 L 100 50 6 L 180 90 14 L 150 90 10
,n) *oaming
50 10 200 8 50 10 200 8 00 10 200 8 00 10 200 8
RESUME PERHITUNGAN STEEL PLAN UKURAN -UKURAN UTAMA KAPAL
Type Kapal
Lpp Lwl a
TANK,R
Nama Kapal KM. At$-T$o$ir1
NO ;7
= = =
82.50 84.56 0.60
Lkonst. = B = =
14.00 7.15 0.00
Sistem Konstruksi
NAMA +ek *enter !ir)er
S,*TION
T Cb !s
= = =
5.90 0.76 11
: Memanjang
HASIL
PRO/IL
76 ..7
#a&a 'an% +'at ") "") """
/ = 187.81 m
#a&a 'an% +es*n
/ = 11.2 m
#a&a Do(eastle -ek
/ = 1219.87 m
pa&a ban%'nan ban%'nan atas
/ = 1019.29 m
50 18 250 16 00 16 200 14 00 14 200 12 00 12 200 10