commit to user
B a
T P
BAB 3 Pren
P
Gam
a Perhitun
1 Beba
Beba
Beba
Beba
Beba
Beba
Tugas Akhir Perencanaan
ncanaan Ata
1 5
1
mbar 3.8 Pem
ngan Beban an Mati
an P
1
an gording
an atap
an kuda-kud
an plat samb
r n Struktur F
ap
2 6
9 10
P 2
P 9
mbebanan S
n
= Ber
= 11 x = 82,5
= Lua = 14,6
= 731, a
= ½ x = ½ x
= 50,5 bung =
30 = 0,3 x
= 15,1
Factory Outl
3 7
11 1
P 3
P 8
etengah Kud
at profil gor x 7,5
5 kg
s atap abjk x
632 x 50 ,6 kg
Btg 1 + 5 1,875 + 2,1
5 kg x beban ku
x 50,5 15 kg
let dan Resto
7
12 13
P 4
P 7
da-kuda akib
ding x Panja
x Berat atap
x berat pro 165 x 25
uda-kuda
o 2 Lantai
4 15
8
14 P 5
P 6
bat beban ma
ang Gording
p
ofil kuda kud
29
ati
g
da
commit to user
B T
P
BAB 3 Pren
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Tugas Akhir Perencanaan
ncanaan Ata
an bracing
an plafon
an P
2
an gording
an atap
an kuda-kud
an plat samb
an bracing
an P
3
an gording
an atap
r n Struktur F
ap
= 10 = 0,1 x
= 5,05 =
Luas = 6,34
= 114,
= Ber
= 11 x = 61,8
= Lua = 10,5
= 529, a
= ½ x = ½ x
= 94,7 bung =
30 = 0,3 x
= 28,4 = 10
= 0,1 x = 9,47
= Ber
= 11 x = 41,2
= Lua = 7,03
= 351,
Factory Outl
x beban ku x 50,5
5 kg
s plafon abj
45x 18 ,21 kg
at profil gor x 5,625
875 kg
s atap atap b
594 x 50 ,7 kg
Btg 5 + 9 + 2,165 + 1,0
725 kg x beban ku
x 94,725 418 kg
x beban ku x 94,725
72 kg
at profil gor x 3,75
25 kg
s atap cdhi x
31 x 50 ,55 kg
let dan Resto
uda-kuda
k x berat pla
ding x Panja
bcij x berat a
+ 10+6 x be 083 + 2,165
uda-kuda
uda-kuda
ding x Panja
x berat atap
o 2 Lantai
afon
ang Gording
atap
erat profil ku + 2,165 x 2
ang Gording
30
g
uda kuda 25
g
commit to user
B T
P
BAB 3 Pren
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Tugas Akhir Perencanaan
ncanaan Ata
an kuda-kud
an plat samb
an bracing
an P
4
an gording
an atap
an kuda-kud
an plat samb
an bracing
r n Struktur F
ap
a = ½ x
= ½ x = 116,
bung = 30
= 0,3 x = 35,0
= 10 = 0,1 x
= 11,6
= Ber
= 11 x = 20,6
= Lua = 3,46
= 173, a
= ½ x = ½ x
= 141, bung =
30 = 0,3 x
= 42,4 = 10
= 0,1 x = 14,1
Factory Outl
Btg6 +11 + 2,165 + 2,1
,988 kg x beban ku
x 116,988 096 kg
x beban ku x 116,988
699 kg
at profil gor x 1,875
625 kg
s atap degh
69 x 50 ,45 kg
Btg7 + 13 2,165 +3,2
,6 kg x beban ku
x 141,6 48 kg
x beban ku x 141,6
16 kg
let dan Resto
+12 +7 x be 165 + 2,864
uda-kuda
uda-kuda
ding x Panja
x berat atap
+ 14 + 8 x b 248 +3,750 +
uda-kuda
uda-kuda
o 2 Lantai
erat profil ku +2,165 x 2
ang Gording
berat profil k +2,165 x 25
31
uda kuda 25
g
kuda kuda
commit to user
B T
P
BAB 3 Pren Beba
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