commit to user
B 3
D B
J B
B T
P
BAB 3 Pren Luas ab
Luas bcj
Luas cd
Luas de
Luas efg
3.6.2. Perh
Data-data p Berat gordin
Jarak antar k Berat penutu
Berat profil
Tugas Akhir Perencanaan
ncanaan Ata bkl = al ×
= 3,87
cjk = bk ×
= 3,87
ij = cj
× = 3,87
= 6,76
hi =
⎜ ⎝
⎛ + di
= ⎜
⎝ ⎛ 4
, 3
= 5,28
gh =
⎜ ⎝
⎛ eh
= ⎜
⎝ ⎛ 4
, 2
= 2,01
hitungan Pe
embebanan ng
kuda-kuda ut up atap
r n Struktur F
ap
ab 5 × 0,937 =
× bc 5 × 1,8 = 6,9
× ½ cd + ⎜
⎝ ⎛ c
75 × ½ 1,8 63 m
2
⎟ ⎠
⎞ +
2 eh
× de
⎠ ⎞
+ 2
468 ,
2 406
6 m
2
⎟ ⎠
⎞ +
2 fg
× ef
⎠ ⎞
+ 2
000 ,
2 468
0 m
2
embebanan
: = 11
tama = 3 = 50
= 15
Factory Outl
3,630 m
2
975 m
2
× +
.c 2
di cj
2 1
+ ⎜
⎝ ⎛
+ 2
3 875
, 3
⎠ ⎞
× 1,8
⎠ ⎞
× 0,9
Kuda-kuda
kgm m
kgm
2
kgm
let dan Resto
⎟ ⎠
⎞ d
× 8
, 1
. 406
, 3
2 1
a Utama A o 2 Lantai
⎟ ⎠
⎞ 8
83
commit to user
B a
T P
BAB 3 Pren
1 9
P1 P
P
Gamba
a. Beban M
1 Beban P1
a Beba
b Beba
c Beba
d Beba
e Beba
f Beba
Tugas Akhir Perencanaan
ncanaan Ata
2 10
19 18
17 P2
P3
P15 P16
ar 3.23. Pem Mati
1 = P9 an gording
an atap an plafon
an kuda-kud
an plat samb
an bracing
r n Struktur F
ap
3 11
21 20
P4
P14 5
mbebanan Ku
= Ber
= 11 = Lua
= 7,50 =
Luas = 3,63
a = ½ ×
= ½ × = 50,5
bung = 30
= 30 = 10
= 10
Factory Outl
4 5
12 1
2 23
22 P5
P13
uda- kuda Ut
at profil gor × 3,875 = 42
san × Berat 05 × 50 = 37
san × berat p 30 × 18 = 65
Btg 1 + 9 1,875 + 2,
5 kg × beban ku
× 50,5 = × beban ku
× 50,5 = 5
let dan Resto
5 6
3 14
26 25
24 P6
P12
tama A akib
ding × Panja 2,625 kg
atap 75,25 kg
plafon ,34 kg
× berat prof 165 × 25
uda-kuda 15,15 kg
uda-kuda 5,05 kg
o 2 Lantai
7 15
28 27
P7
P11
at Beban Ma
ang Gording
fil kuda kuda
84
8 16
29 P8
P9
P10
ati
g
a
commit to user
B
2
3
T P
BAB 3 Pren
2 Beban P
a Beba
b Beba
c Beba
d Beba
e Beba
3 Beban P
a Beba
b Beba
c Beba
d Beba
e Beba
Tugas Akhir Perencanaan
ncanaan Ata
2 = P8 an gording
an atap an kuda-kud
an plat samb
an bracing
3 = P7 an gording
an atap an kuda-kud
an plat samb
an bracing
r n Struktur F
ap
= Ber
= 11 × = Lua
= 7,26 a
= ½ × = ½ ×
= 94,7 bung =
30 = 30
= 10 = 10
= Ber
= 11 × = Lua
= 7,04 a
= ½ × = ½ ×
= 116, bung =
30 = 30
= 10 = 10
Factory Outl
at profil gor × 3,875 = 42
san × Berat 65 × 50 = 36
Btg 9+17+ 2,165 + 1,0
725 kg × beban ku
× 94,725 = × beban ku
× 94,725 =
at profil gor × 3,875 = 42
san × Berat 42 × 50 = 35
Btg 10+19 2,165 + 2,
,987 kg × beban ku
× 116,987
× beban ku × 116,987
let dan Resto
ding × Panja 2,625 kg
atap 63,25 kg
+18+10 × be 083 + 2,165
uda-kuda = 28,417 kg
uda-kuda = 9,472 kg
ding × Panja 2,625 kg
atap 2,1 kg
9+20+11 × b 165 + 2,864
uda-kuda 7 = 35,096 kg
uda-kuda 7 = 11,699 kg
o 2 Lantai
ang Gording
erat profil ku + 2,165 × 2
ang Gording
berat profil k + 2,165 × 2
g
g
85
g
uda kuda 25
g
kuda kuda 25
commit to user
B
4
5
T P
BAB 3 Pren
4 Beban P
a Beba
b Beba
c Beba
d Beba
e Beba
5 Beban P
a Beba
b Beba
c Beba
d Beba
e Beba
f Beba
Tugas Akhir Perencanaan
ncanaan Ata
4 = P6 an gording
an atap an kuda-kud
an plat samb
an bracing
5 an gording
an atap an kuda-kud
an plat samb
an bracing
an reaksi
r n Struktur F
ap
= Ber
= 11 × = Lua
= 5,50 a
= ½ × = ½ ×
= 141, bung =
30 = 30
= 10 = 10
= Ber
= 11 × = Lua
= 2,09 a
= ½ × = ½ ×
= 108, bung =
30 = 30
= 10 = 10
= reak = 2630
Factory Outl
at profil gor × 2,5 = 27,5
san × Berat 06 × 50 = 27
Btg 11+21 2,165 + 3,2
,6 kg × beban ku
× 141,6 = × beban ku
× 141,6 =
at profil gor × 1,5 = 16,5
san × Berat 93 × 50 = 10
Btg 12 + 2 2,165 + 4,3
,25 kg × beban ku
× 108,25 =
× beban ku × 108,25 =
ksi jurai + re 0,62 + 2599
let dan Resto
ding × Panja kg
atap 75,3 kg
+22+12 × b 248 +3,75 +
uda-kuda 42,48 kg
uda-kuda 14,16 kg
ding × Panja kg
atap 04,65 kg
23 + 13 × be 330 + 2,165
uda-kuda = 32,475 kg
uda-kuda = 10,825 kg
eaksi ½ kuda ,35 = 5229,9
o 2 Lantai
ang Gording
berat profil k 2,165 × 25
ang Gording
erat profil ku × 25
a-kuda 97 kg
86
g
kuda kuda 5
g
uda kuda
commit to user
B
6
7
8
T P
BAB 3 Pren
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