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Tugas Akhir Perencanaan Struktur Factory Outlet dan Resto 2 Lantai
BAB 3 Prencanaan Atap
Beban bracing = 10
x beban kuda-kuda = 0,1 x 50,5
= 5,05 kg Beban plafon
= Luas plafon abjk x berat plafon
= 6,345x 18 = 114,21 kg
Beban P
2
Beban gording =
Berat profil gording x Panjang Gording = 11 x 5,625
= 61,875 kg Beban atap
= Luas atap atap bcij x berat atap
= 10,594 x 50 = 529,7 kg
Beban kuda-kuda = ½ x Btg 5 + 9 + 10+6 x berat profil kuda kuda
= ½ x 2,165 + 1,083 + 2,165 + 2,165 x 25 = 94,725 kg
Beban plat sambung = 30 x beban kuda-kuda
= 0,3 x 94,725 = 28,418 kg
Beban bracing = 10
x beban kuda-kuda = 0,1 x 94,725
= 9,472 kg
Beban P
3
Beban gording =
Berat profil gording x Panjang Gording = 11 x 3,75
= 41,25 kg Beban atap
= Luas atap cdhi x berat atap
= 7,031 x 50 = 351,55 kg
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Tugas Akhir Perencanaan Struktur Factory Outlet dan Resto 2 Lantai
BAB 3 Prencanaan Atap
Beban kuda-kuda = ½ x Btg6 +11 +12 +7 x berat profil kuda kuda
= ½ x 2,165 + 2,165 + 2,864 +2,165 x 25 = 116,988 kg
Beban plat sambung = 30 x beban kuda-kuda
= 0,3 x 116,988 = 35,096 kg
Beban bracing = 10
x beban kuda-kuda = 0,1 x 116,988
= 11,699 kg
Beban P
4
Beban gording =
Berat profil gording x Panjang Gording = 11 x 1,875
= 20,625 kg Beban atap
= Luas atap degh x berat atap
= 3,469 x 50 = 173,45 kg
Beban kuda-kuda = ½ x Btg7 + 13 + 14 + 8 x berat profil kuda kuda
= ½ x 2,165 +3,248 +3,750 +2,165 x 25 = 141,6 kg
Beban plat sambung = 30 x beban kuda-kuda
= 0,3 x 141,6 = 42,48 kg
Beban bracing = 10
x beban kuda-kuda = 0,1 x 141,6
= 14,16 kg
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Tugas Akhir Perencanaan Struktur Factory Outlet dan Resto 2 Lantai
BAB 3 Prencanaan Atap Beban P
5
Beban atap = Luas atap efg x berat atap
= 0,422 x 50 = 21,1 kg
Beban kuda-kuda = ½ x Btg8 + 15 x berat profil kuda kuda
= ½ x 2,165 +4,33 x 25 = 81,187 kg
Beban plat sambung = 30 x beban kuda-kuda
= 0,3 x 81,187 = 24,356 kg
Beban bracing = 10
x beban kuda-kuda = 0,1 x 81,187
= 8,119 kg
Beban P
6
Beban plafon = Luas atap efg x berat plafon
= 0,422 x 18 = 7,596 kg
Beban kuda-kuda = ½ x Btg4 + 14 + 15 x berat profil kuda kuda
= ½ x 1,875 +3,75 +4,33 x 25 = 124,437 kg
Beban plat sambung = 30 x beban kuda-kuda
= 0,3 x 124,437 = 37,331 kg
Beban bracing = 10
x beban kuda-kuda = 0,1 x 124,437
= 12,444 kg
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33
Tugas Akhir Perencanaan Struktur Factory Outlet dan Resto 2 Lantai
BAB 3 Prencanaan Atap Beban P
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