commit to user
B 3
P P
P P
P T
P
BAB 3 Pren 3.7.2.
Perh
Panjang ef,d Panjang fg
Panjang gh Panjang hi
Panjang ij
Tugas Akhir Perencanaan
ncanaan Ata
13 14
15 16
17 18
19 20
21
hitungan Lu
Gamba dg,ch,bi,aj
d e
f g
r n Struktur F
ap uasan Kuda-
ar 3.26. Luas = 3,00
= 1,12 = 2,06
= 1,87 = 1,93
a b
c h
i j
Factory Outl
1,083 2,165
2,165 3,122
3,464 3,122
2,165 2,165
1,083
-Kuda Utam
san Atap Ku 0 m
25 m 63 m
75 m 37 m
let dan Resto
ma B
uda-kuda Uta
d e
f
o 2 Lantai
ama B
c d
g h
99
b
i a
j
commit to user
B L
L L
L
P P
P P
P L
L T
P
BAB 3 Pren Luas efdg
Luas dghc Luas chib
Luas bija
Panjang ef,d Panjang fg
Panjang gh Panjang hi
Panjang ij
Luas efdg Luas dghc
Tugas Akhir Perencanaan
ncanaan Ata
= ef x fg = dg x gh
= 3 x 2,0 = ch x hi
= 3 x 1,87 = bi x ij
= 3 x 1,93
Gamba dg,ch,bi,aj
= ef x fg = dg x gh
= 3 x 2,0
e f
r n Struktur F
ap
= 3 x 1,125= h
63 = 6,189 m 75 = 5,625 m
37 = 5,811 m
ar 3.27. Luas = 3,00
= 1,12 = 2,06
= 1,87 = 0,93
= 3 x 1,125= h
63 = 6,189 m
a b
c d
g h
i j
Factory Outl
= 3,375 m
2
m
2
m
2
m
2
san Plafon K 0 m
25 m 63 m
75 m 37 m
= 3,375 m
2
m
2
let dan Resto
Kuda-kuda U
e
f
o 2 Lantai
Utama B
c d
g h
100
a b
h i
j
commit to user
B L
L
3
D B
J B
B
P a
T P
BAB 3 Pren Luas chib
Luas bija
3.7.3. Perh
Data-data p Berat gordin
Jarak antar k Berat penutu
Berat profil
Gam
Perhitungan a.
Beban M
Beban P a
Beba b
Beba
1 7
P1
Tugas Akhir Perencanaan
ncanaan Ata
= ch x hi = 3 x 1,87
= bi x ij = 3 x 0,93
hitungan Pem
embebanan ng
kuda-kuda ut up atap
mbar 3.28. Pe
n Beban Mati
1
= P
7
an gording an atap
2 13
14 8
P2
P12
r n Struktur F
ap
75 = 5,625 m 37 = 2,811 m
mbebanan K
: = 11 k
tama = 3,00 = 50 k
= 25 k
embebanan K
= Ber
= 11 x = Lua
= 5,81
3 15
16 9
P3
P11
Factory Outl
m
2
m
2
Kuda-kuda
kgm 0 m
kgm
2
kgm
Kuda - Kuda
at profil gor x 3 = 33 kg
san atap bija
11 x 50 = 29
4 17
18 10
P4
P10
let dan Resto
Utama B
a utama B ak
ding x panja
a x Berat ata
0,55 kg
5 19
20 11
P5
P9
o 2 Lantai
kibat beban m
ang gording ap
6 21
12 P6
P8
101
mati
P7
commit to user
B T
P
BAB 3 Pren
c Beba
d Beba
e Beba
f Beba
Beban P a
Beba b
Beba c
Beba
d Beba
e Beba
Beban P a
Beba b
Beba c
Beba
Tugas Akhir Perencanaan
ncanaan Ata
an kuda-kud an plat samb
an bracing an plafon
2
=P
6
an gording an atap
an kuda-kud
an plat samb an bracing
3
=P
5
an gording an atap
an kuda-kud
r n Struktur F
ap
a = ½ x
= ½ x bung =
30 = 0,3 x
= 10 = 0,1 x
= Lua = 2,81
= Ber
= 11 x = Lua
= 5,62 a
= ½ x = ½ x
= 94,7 bung =
30 = 0,3 x
= 10 = 0,1 x
= Ber
= 11 x = Lua
= 6,18 a
= ½ x = ½ x
= 125,
Factory Outl
Btg 7 + 1 2,165 + 1,8
x beban ku x 50,5 = 15,
x beban ku x 50,5 = 5,0
san x berat p 11 x 18 = 50
at profil gor x 3 = 33 kg
san atap bch
25 x 50 = 28 Btg8 + 14
2,165 + 2,1 72 kg
x beban ku x 94,72 = 28
x beban ku x 94,72 = 9,
at profil gor x 3 = 33 kg
san atap cdg
89 x 50 = 30 Btg8 + 9 +
2,165 + 2,5 ,625 kg
let dan Resto
x berat prof 875 x 25 = 5
uda-kuda 15 kg
uda-kuda 5 kg
plafon ,6 kg
ding x panja
hi x berat ata
1,25 kg + 13 + 7 x b
165 + 1,083 uda-kuda
8,42 kg uda-kuda
47 kg
ding x panja
gh x berat at
9,45 kg + 15 + 16 x b
598 + 2,165
o 2 Lantai
fil kuda kuda 50,5 kg
ang gording ap
berat profil k + 2,165 x 2
ang gording ap
berat profil k + 3,122 x 2
102
a
kuda kuda 25
kuda kuda 25
commit to user
B T
P
BAB 3 Pren
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