commit to user
B a
T P
BAB 3 Pren a.
Perhitun 1
Beba Beba
Beba
Beba
Beba
Beba
Beba
Tugas Akhir Perencanaan
ncanaan Ata
1 P1
Gambar
ngan Beban an Mati
an P
1
an gording
an atap
an plafon
an kuda-kud
an plat samb
r n Struktur F
ap
1 2
1 9
5 6
P2
P9
3.13 Pembeb
n
= Ber
= 11 x = 64,7
= Lua = 12,2
= 611, =
Luas = 4,63
= 83,3 a
= ½ x = ½ x
= 68,9 bung =
30 = 0,3 x
= 20,6
Factory Outl
11 7
P3
P8
banan Jurai
at profil gor x 1,875+3,7
776 kg s atap aa’sqc
239 x 50 ,95 kg
s plafon bb’r 32 x 18
376 kg Btg 1 + 5
2,652 + 2,8 95 kg
x beban ku x 68,95
685 kg
let dan Resto
3 13
12 P4
P7
Akibat Beba
ding x Panja 741
c’c x berat a
rqc’c’ x bera
x berat pro 864 x 25
uda-kuda
o 2 Lantai
4 15
8
14 P5
P6
an Mati
ang Gording
atap
at plafon
ofil kuda kud
47
g bb’r
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 P
2
an gording
an atap
an kuda-kud
an plat samb
an bracing
an P
3
an gording
an atap
an kuda-kud
r n Struktur F
ap
= 10 = 0,1 x
= 6,89
= Ber
= 11 x = 28,9
= Lua = 8,10
= 405, a
= ½ x = ½ x
= 120, bung =
30 = 0,3 x
= 36,2 = 10
= 0,1 x = 12,0
= Ber
= 11 x = 41,2
= Lua = 4,04
= 202, a
= ½ x = ½ x
= 146,
Factory Outl
x beban ku x 68,95
95 kg
at profil gor x 0,937+2,8
983 kg s atap cc’qo
01 x 50 ,05 kg
Btg 5 + 9 + 2,864 + 1,0
,937 kg x beban ku
x 120,937 281 kg
x beban ku x 120,937
094 kg
at profil gor x 1,875+1,8
25 kg s atap ee’om
42 x 50 ,1 kg
Btg 6 + 11 2,864 + 2,1
,963 kg
let dan Resto
uda-kuda
ding x Panja 812
e’e x berat a
+ 10 + 6 x b 083 + 2,864
uda-kuda
uda-kuda
ding x Panja 875
mg’gff’ x ber
+ 12 + 7 x 165 + 3,423
o 2 Lantai
ang Gording
atap
berat profil k + 2,864 x
ang Gording
rat atap
berat profil + 2,864 x 2
48
g dd’p
kuda kuda 25
g ff’n
kuda kuda 25
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 plat samb
an P
4
an gording
an atap
an kuda-kud
an bracing
an plat samb
an P
5
an atap
an kuda-kud
r n Struktur F
ap
= 10 = 0,1 x
= 15,6 bung =
30 = 0,3 x
= 47,0
= Ber
= 11 x = 20,6
= Lua = 2,01
= 100, a
= ½ x = ½ x
= 164, = 10
= 0,1 x = 16,4
bung = 30
= 0,3 x = 49,3
= Lua = 0,50
= 25,3 a
= ½ x = ½ x
= 89,9
Factory Outl
x beban ku x 146,963
696 kg x beban ku
x 146,963 089 kg
at profil gor x 0,937+0,9
614 kg s atap gg’mk
18 x 50 ,9 kg
Btg 7 + 13 2,864 + 3,2
,338 kg x beban ku
x 164,338 434 kg
x beban ku x 164,338
301 kg
s atap jii’k x 06 x 50
3 kg Btg 8+15
2,864 + 4,3 925 kg
let dan Resto
uda-kuda
uda-kuda
ding x Panja 937
ki’i x berat a
+ 15 + 8 x 226 + 4,193
uda-kuda
uda-kuda
x berat atap
x berat prof 33 x 25
o 2 Lantai
ang Gording
atap
berat profil + 2,864 x 2
fil kuda kuda
49
g hh’l
kuda kuda 25
a
commit to user
B T
P
BAB 3 Pren
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