commit to user
B T
P
BAB 3 Pren
Beban P4 a
Beba
b Beba
c Beba
Beban P5 a
Beba
b Beba
c Beba
d Beba
Beban P10 a
Beba b
Beba
c Beba
d Beba
Tugas Akhir Perencanaan
ncanaan Ata
= P6 an kuda-kud
an plat samb
an bracing
an kuda-kud
an plat samb
an bracing
an reaksi
0 = P16 an plafon
an kuda-kud
an plat samb
an bracing
r n Struktur F
ap
a = ½ ×
= ½ × = 109,
bung = 30
= 30 = 10
= 10
a = ½ ×
= ½ × = 73,9
bung = 30
= 30 = 10
= 10 = reak
= 2599
= Luas
= 5,05 a
= ½ × = ½ ×
= 60,4 bung =
30 = 30
= 10 = 10
Factory Outl
Btg 11+21 1,875 + 2,
,737 kg × beban ku
× 109,737
× beban ku × 109,737
Btg 12 + 2 1,875 + 2,
937 kg × beban ku
× 73,937 =
× beban ku × 79,937 =
ksi ½ kuda-k 9,35 kg
san × berat p 50 × 18 = 90
Btg 8 + 29 1,875 + 1,0
412 kg × beban ku
× 60,412 = × beban ku
× 60,412 =
let dan Resto
+22+12 × b 165 + 2,864
uda-kuda 7 = 32,921 kg
uda-kuda 7 = 10,974 kg
23 + 13 × be 165 + 1,875
uda-kuda = 22,181 kg
uda-kuda = 7,994 kg
kuda
plafon 0,900 kg
9 + 7 × berat 083 + 1,875
uda-kuda = 18,124 kg
uda-kuda = 6,041 kg
o 2 Lantai
berat profil k + 1,875 × 2
g
g
erat profil ku × 25
t profil kuda × 25
68
kuda kuda 25
uda kuda
a kuda
commit to user
B T
P
BAB 3 Pren
Beban P1 a
Beba b
Beba
c Beba
d Beba
e Beba
Beban P12 a
Beba
b Beba
c Beba
Beban P1 a
Beba
b Beba
c Beba
Tugas Akhir Perencanaan
ncanaan Ata
1 = P15 an plafon
an kuda-kud
an plat samb
an bracing an reaksi
2 = P14 an kuda-kuda
an plat samb
an bracing
3 an kuda-kuda
an plat samb
an bracing
r n Struktur F
ap
= Luas
= 1,97 a
= ½ × = ½ ×
= 101 bung =
30 = 30
= 10 = 10
= reak = 2630
a = ½ ×
= ½ × = 109,
bung = 30
= 30 = 10
= 10
a = ½ ×
= ½ × = 145,
ung = 30 = 30
= 10 = 10
Factory Outl
san × berat p 76 × 18 = 35
Btg 7+28+ 1,875 + 2,
kg × beban ku
× 101 = 30 × beban ku
× 101 = 10
ksi jurai 0,62 kg
Btg 6+26+ 1,875 + 2,8
,737 kg × beban ku
× 109,737 × beban ku
× 109,737
Btg 4+22+2 1,875 + 2,8
,537 kg × beban ku
× 145,537 × beban ku
× 145,537
let dan Resto
plafon ,56 kg
+27+6 × ber 165 + 2,165
uda-kuda 0,3 kg
uda-kuda 0,1 kg
+25+5 × ber 864 + 2,165
uda-kuda = 32,921 kg
uda-kuda = 10,974 kg
23+24+5 × 864 + 2,165+
uda-kuda 7 = 43,661 kg
uda-kuda 7 = 14,554 kg
o 2 Lantai
rat profil kud + 1,875 × 2
rat profil kud + 1,875 × 2
g
g
berat profil +2,864 + 1,8
g
g
69
da kuda 25
da kuda 25
kuda kuda 875× 25
commit to user
B T
Beban P1=P9
P2=P8 P3=P7
P4=P6 P5
P10=P16 P11=P15
P12=P14 P13
b
B T
P
BAB 3 Pren
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