PERENCANAAN STRUKTUR ATAP

Tugas Akhir
Perencanaan Struktur Gedung Laboratorium
b) Beban Kuda-kuda = ½ × btg (10+20) × berat profil kuda-kuda
= ½ × (3,03 + 3,46) × 15
= 48,675 kg
c) Beban Plat Sambung = 30 % × beban kuda-kuda
= 30 % × 48,675 = 14,603 kg
d) Beban Bracing = 10% × beban kuda-kuda
8) Beban P8
= 10 % × 48,675 = 4,868 kg
a) Beban Plafon = luasan abb’n × berat plafon
= 0,75 × 18 = 13,5 kg
b) Beban Kuda-kuda = ½ × btg (20 + 19 + 5) × berat profil kuda-kuda
= ½ × (3,46 + 3,63 + 2,8) × 15
= 74,175 kg
c) Beban Plat Sambung = 30 % × beban kuda-kuda
= 30 % × 74,175 = 31,433 kg
d) Beban Bracing = 10% × beban kuda-kuda
9) Beban P9
= 10 % × 74,175 = 7,418 kg
a) Beban Plafon = luasan dd’pnb’b × berat plafon
= 6 × 18 = 108 kg
b) Beban Kuda-kuda = ½ × btg (5 + 18 + 17 + 4) × berat profil kuda-kuda
= ½ × (2,8 + 3,46 + 3,63 + 2,8) × 15
= 95,175 kg
c) Beban Plat Sambung = 30 % × beban kuda-kuda
= 30 % × 95,175 = 28,553 kg
d) Beban Bracing = 10% × beban kuda-kuda
10) Beban P10
= 10 % × 95,175 = 9,518 kg
a) Beban Plafon = luasan gg’rpd’def × berat plafon
= 9,5 × 18 = 171 kg
b) Beban Kuda-kuda = ½ × btg (4 + 16) × berat profil kuda-kuda
= ½ × (2,8+3,46) × 15
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