PROFIL CONSTRUCTION KM. SAFARA G.C
P P
r r
o o
g g
r r
a a
m m
S S
t t
u u
d d
i i
D D
i i
p p
l l
o o
m m
a a
I I
I I
I I
T T
e e
k k
n n
i i
k k
P P
e e
r r
k k
a a
p p
a a
l l
a a
n n
I I
V V
- -
3 3
9 9
U U
n n
i i
v v
e e
r r
s s
i i
t t
a a
s s
D D
i i
p p
o o
n n
e e
g g
o o
r r
o o
S S
e e
m m
a a
r r
a a
n n
g g
G G
U U
S S
Z Z
A A
Z Z
I I
F F
T T
I I
T T
A A
H H
P P
. .
L L
G G
6 6
3 3
1 1
Profil yang direncanakan = L = 100 50 8
b. Gading-gading bangunan atas
Modulus gading bangunan atas tidak boleh kurang dari: W = 0,55
a
l
2
ps
Cr
k cm
3
Ref : BKI Th. 2006 Sec. 9.A.3.2
1 Poop deck
W = 0,55
a l
2
ps Cr k cm
3
Dimana : a
= 0,6 m AP – Fr 142 = 0,5 m Fr 142 – Fr 144
l = panjang tak ditumpu
= 2,2 m
P = 43,193 KNm
2
Cr = 0,75
k = 1,00
Jadi, Modulus gading utama pada poop deck
Untuk a = 0,6 m W
= 0,55
0,6
2,2
2
43,193
0,75
1,0
= 51,741 cm
3
L = 80
65
8
2 Boat deck
W = 0,55 a l
2
ps Cr k cm
3
Dimana : a
= 0,60 m
l = panjang tak ditumpu
= 2,2 m
P = 39,866 KNm
2
W = 0,55
0,60 2,2
2
39,866 0,75 1
= 47,755 cm
3
L = 75
55
9
3 Navigation Deck
80 8
6
75 9
5
PROFIL CONSTRUCTION KM. SAFARA G.C
P P
r r
o o
g g
r r
a a
m m
S S
t t
u u
d d
i i
D D
i i
p p
l l
o o
m m
a a
I I
I I
I I
T T
e e
k k
n n
i i
k k
P P
e e
r r
k k
a a
p p
a a
l l
a a
n n
I I
V V
- -
4 4
U U
n n
i i
v v
e e
r r
s s
i i
t t
a a
s s
D D
i i
p p
o o
n n
e e
g g
o o
r r
o o
S S
e e
m m
a a
r r
a a
n n
g g
G G
U U
S S
Z Z
A A
Z Z
I I
F F
T T
I I
T T
A A
H H
P P
. .
L L
G G
6 6
3 3
1 1
P = 37,015 KNm
2
W = 0,55
0,60
2,2
2
37,015
0,75
1
= 44,340 cm
3
L = 75
55
9
4 Compass Deck
Ps = 34,544 KNm
2
W = 0,55
0,60 2,2
2
34,544 0,75 1
= 41,380 cm
3
L = 80
65
6
5 Winch Deck
Ps = 24,895 KNm
2
W = 0,55
0,60 2,2
2
24,895 0,75 1
= 29,822 cm
3
L = 65
50
7
6 Fore Castle Deck
Ps = 32,215 KNm
2
Untuk a = 0,6 m W
= 0,55 0,6 2,2
2
32,215 0,75 1
= 38,590 cm
3
L = 65
50
9
Untuk a = 0,5 m W
= 0,55 0,5 2,2
2
32,215 0,75 1
= 32,159 cm
3
L = 65
50 7 c.
Gading-gading besar
Modulus gading Besar tidak boleh kurang dari : W = 0,55 x e x l
2
x Ps x n x k
Ref : BKI Th. 2006 Sec. 9.A.5.3
Dimana ;
a = 0,6 m AP – Fr 142 ,buritan midship = 0,5 m Fr 142 – Fr 144 , haluan
e = 4 x a
75 9
55
80 6
65
65 7
50
65 9
50
65 7
50
PROFIL CONSTRUCTION KM. SAFARA G.C
P P
r r
o o
g g
r r
a a
m m
S S
t t
u u
d d
i i
D D
i i
p p
l l
o o
m m
a a
I I
I I
I I
T T
e e
k k
n n
i i
k k
P P
e e
r r
k k
a a
p p
a a
l l
a a
n n
I I
V V
- -
4 4
1 1
U U
n n
i i
v v
e e
r r
s s
i i
t t
a a
s s
D D
i i
p p
o o
n n
e e
g g
o o
r r
o o
S S
e e
m m
a a
r r
a a
n n
g g
G G
U U
S S
Z Z
A A
Z Z
I I
F F
T T
I I
T T
A A
H H
P P
. .
L L
G G
6 6
3 3
1 1
= 4 x 0,60 = 2,4 m
l = 13 H - h
db
= 13 8,600 – 1,200
= 2,467 m
Ps
1
= 73,831 kN m
2
Ps
2
= 60,969 kN m
2
Ps
3
= 66,114 kN m
2
n = 1,0 k = 1,0
jadi, 1
Modulus penampang gading besar pada buritan kapal W
= 0,55 x 2,4 x 2,467
2
x 73,831 x 1,0 x 1,0
= 592,971 kN m
2
Profil = T = 260
12 FP 130
12 Koreksi modulus
Lebar berguna 40 ~ 60 = 50 t = 1,2 F
= 50
1,2 = 60 cm
3
fs = 26
1,2 = 31,2 cm
2
f = 13
1,2 = 15,6 cm
2
fF = 0,26
fsF = 0,52
w = 0,383
W = w F h
= 0,383
60
26 = 597,48 cm
3
W rencana W perhitungan memenuhi
2 Modulus penampang gading besar pada Midship :
W = 0,55 x 2,4 x 2,467
2
x 60,969 x 1,0 x 1,0
= 489,671 cm
3
Profil = T = 240 12 FP 110 12
130
260 12
PROFIL CONSTRUCTION KM. SAFARA G.C
P P
r r
o o
g g
r r
a a
m m
S S
t t
u u
d d
i i
D D
i i
p p
l l
o o
m m
a a
I I
I I
I I
T T
e e
k k
n n
i i
k k
P P
e e
r r
k k
a a
p p
a a
l l
a a
n n
I I
V V
- -
4 4
2 2
U U
n n
i i
v v
e e
r r
s s
i i
t t
a a
s s
D D
i i
p p
o o
n n
e e
g g
o o
r r
o o
S S
e e
m m
a a
r r
a a
n n
g g
G G
U U
S S
Z Z
A A
Z Z
I I
F F
T T
I I
T T
A A
H H
P P
. .
L L
G G
6 6
3 3
1 1
Koreksi modulus Lebar berguna 40 ~ 60 = 50 t = 1,2
F = 50
1,2 = 60 cm
3
fs = 24
1,2 = 28,8 cm
2
f = 11
1,2 = 13,2 cm
2
fF = 0,22
fsF = 0,48
w = 0,342
W = w F h
= 0,342 60 24
= 492,48 cm
3
W rencana W perhitungan memenuhi
3 Modulus penampang gading besar pada Haluan kapal untuk a =
0,60 : W
= 0,55 x 2,4 x 2,467
2
x 66,114 x 1,0 x 1,0
= 530,992 cm
3
Profil = T =250 12 FP 120 12
Koreksi modulus Lebar berguna 40 ~ 60 = 50 t = 1,2
F = 50
1,2 = 60 cm
3
fs = 25
1,2 = 30 cm
2
f = 12
1,2 = 14,4 cm
2
fF = 0,24
fsF = 0,50
w = 0,355
W = w F h
= 0,355
60
25 = 532,5 cm
3
W rencana W perhitungan memenuhi
4 Modulus penampang gading besar pada Kamar mesin
W = 0,8 x e x l
2
x Ps x k
110
240 12
120
250 12
PROFIL CONSTRUCTION KM. SAFARA G.C
P P
r r
o o
g g
r r
a a
m m
S S
t t
u u
d d
i i
D D
i i
p p
l l
o o
m m
a a
I I
I I
I I
T T
e e
k k
n n
i i
k k
P P
e e
r r
k k
a a
p p
a a
l l
a a
n n
I I
V V
- -
4 4
3 3
U U
n n
i i
v v
e e
r r
s s
i i
t t
a a
s s
D D
i i
p p
o o
n n
e e
g g
o o
r r
o o
S S
e e
m m
a a
r r
a a
n n
g g
G G
U U
S S
Z Z
A A
Z Z
I I
F F
T T
I I
T T
A A
H H
P P
. .
L L
G G
6 6
3 3
1 1
Ref : BKI Th. 2006 Sec. 9.A.6.2.1
Dimana ; a
= 0,60 m
e = 4 x a
= 4 x 0,60
= 2,4 m
l = 13 H - h
db kamar mesin
= 13 8,60 – 1,44
= 2,387 m
Ps = 73,831 kN m
2
W = 0,8 x 2,4 x 2,387
2
x 73,831 x 1,0
= 807,465 kN m
2
Profil = T = 280
14 FP 120
14 Koreksi modulus
Lebar berguna 40 ~ 60 = 50 t = 1,2 F
= 50 1,2 = 60 cm
3
fs = 28
1,4 = 39,2 cm
2
f = 14
1,4 = 19,6 cm
2
fF = 0,327
fsF = 0,653
w = 0,482
W = w F hss
= 0,482 60 28
= 809,76 cm
3
W rencana W perhitungan memenuhi
d. Mudulus Gading besar pada bangunan atas
