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its nondegree 17013 presentation 1448291

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I Perhitungan Beban Beban Mati (D) : Spesi 21 kg/m 2 /cm tbl Tegel 24 kg/m 2 /cm tbl Pas. Bata 75 kg/m 2 Plafont 11 kg/m 2 Beban Hidup (L) : •B Lt. Ata p 100 kg/m 2 •B Lt. Gedung 250 kg/m 2 dimana : C = Koefisien angin dari PPIUG 1983 w= beban angin dari PPIUG 1983 b = jarak antar gording q = perencanaan beban tekanan angin. T 1 = 0.085 (hn) 3/4 II a a Beban Gempa (E) : Gaya Geser dasar r encana total V ; cxwxb q  Beban angin (W) : Dihitu ng sebagai berikut : Wt  R  I C V    1

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7/26/2019 ITS NonDegree 17013 Presentation 1448291

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