commit to user
B T
P
BAB 3 Pren Beba
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Tugas Akhir Perencanaan
ncanaan Ata an P
5
an atap
an kuda-kud
an plat samb
an bracing
an P
6
an plafon
an kuda-kud
an plat samb
an bracing
r n Struktur F
ap
= Lua = 0,42
= 21,1 a
= ½ x = ½ x
= 81,1 bung =
30 = 0,3 x
= 24,3 = 10
= 0,1 x = 8,11
= Lua = 0,42
= 7,59 a
= ½ x = ½ x
= 124, bung =
30 = 0,3 x
= 37,3 = 10
= 0,1 x = 12,4
Factory Outl
s atap efg x
22 x 50 1 kg
Btg8 + 15 2,165 +4,3
187 kg x beban ku
x 81,187 356 kg
x beban ku x 81,187
19 kg
s atap efg x
22 x 18 96 kg
Btg4 + 14 1,875 +3,7
,437 kg x beban ku
x 124,437 331 kg
x beban ku x 124,437
444 kg
let dan Resto
berat atap
x berat prof 3 x 25
uda-kuda
uda-kuda
berat plafon
+ 15 x bera 75 +4,33 x 2
uda-kuda
uda-kuda
o 2 Lantai
fil kuda kud
n
at profil kuda 25
32
a
a kuda
commit to user
B T
P
BAB 3 Pren Beba
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Beba
Tugas Akhir Perencanaan
ncanaan Ata an P
7
an plafon
an kuda-kud
an plat samb
an bracing
an P
8
an plafon
an kuda-kud
an plat samb
an bracing
r n Struktur F
ap
= Lua = 3,46
= 62,4 a
= ½ x = ½ x
= 123, bung =
30 = 0,3 x
= 36,9 = 10
= 0,1 x = 12,3
= Lua = 7,03
= 126, a
= ½ x = ½ x
= 101, bung =
30 = 0,3 x
= 30,3 = 10
= 0,1 x = 10,1
Factory Outl
s atap degh
69 x 18 442 kg
Btg3 + 12 1,875 +2,8
,275 kg x beban ku
x 123,275 982 kg
x beban ku x 123,275
328 kg
s atap cdhi x
31 x 18 ,558 kg
Btg2 + 10 1,875 +2,1
,000 kg x beban ku
x 101,000 300 kg
x beban ku x 101,000
100 kg
let dan Resto
x berat plafo
+ 13 + 4 x b 864 +3,248 +
uda-kuda
uda-kuda
x berat plafo
+ 11 +23 x 65 +2,165 +
uda-kuda
uda-kuda
o 2 Lantai
on
berat profil k +1,875 x 25
on
berat profil +1,875 x 25
33
kuda kuda
kuda kuda
commit to user
B T
Beban P
1
P
2
P
3
P
4
P
5
P
6
P
7
P
8
P
9
T P
BAB 3 Pren Beba
Beba
Beba
Beba
Beba
Tabel 3.3 R
Beban Atap
kg B
g 731,6
529,7 6
351,55 173,45 2
21,1 -
- -
-
Tugas Akhir Perencanaan
ncanaan Ata an P
9
an plafon
an kuda-kud
an plat samb
an bracing
Rekapitulasi
Beban gording
kg B
Kud 82,5
61,875 41,25
1 20,625
- -
1 -
1 -
1 -
r n Struktur F
ap
= Lua = 10,5
= 190, a
= ½ x = ½ x
= 60,4 bung =
30 = 0,3 x
= 18,1 = 10
= 0,1 x = 6,04
Beban Mat
Beban da - kuda
kg B
50,5 94,725
116,988 141,6
81,187 124,437
123,275 101,000
60,412
Factory Outl
s atap bcij x
594 x 18 ,692 kg
Btg1 + 9 + 1,875 +1,0
412 kg x beban ku
x 60,412 124 kg
x beban ku x 60,412
41 kg
ti
Beban Bracing
kg B
Pe 5,05
9,472 11,699
14,16 8,119
12,444 12,328
10,1 6,041
let dan Resto
x berat plafon
+ 2 x berat p 083 +1,875 x
uda-kuda
uda-kuda
Beban Plat enyambung
kg 15,15
28,418 35,096
42,48 24,356
37,331 36,982
30,3 18,124
o 2 Lantai
n
profil kuda k x 25
Beban Plafon
kg 114,21
- -
- -
7,596 62,442
126,558 190,692
34
kuda
Jumlah Beban
kg 999,01
724,19 556,583
392,315 134,762
181,808 235,027
267,958 275,269
Input SAP
2000 kg
999 724
557 392
135 182
235 268
275
commit to user
B B
K T
P
BAB 3 Pren
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