Perhitungan Pembebanan a) Lantai 3 Beban Mati (Wdl) Pelat Dak = 327.97(M 2 ) ∙ 0.10 (cm) ∙ 2400 = 78712.8 Kg Balok Balok 20 x 30 = 144(M’) ∙ 0.20 ∙ 0.30 ∙ 2400 = 20736 Kg Balok 15 x 30 = 41(M’) ∙ 0.15 ∙ 0.30 ∙ 2400 = 4428 Kg 25164 Kg Kolom Kolom 25 x 25 = 25(bh) ∙ ( 4 ∙ 0.25 ∙ 0.25 ) ∙ 2400 = 15000 Kg Kolom.P 10 x 15 = 44(bh) ∙ ( 4 ∙ 0.10 ∙ 0.15 ) ∙ 2200 = 5808 Kg 20808 Kg Dinding = 522(M 2 ) ∙ 250 = 130500 Kg Plafond = 327.97(M 2 ) ∙ 11 = 3607.67 Kg Beban Mati (Wdl) = 258792.47 Kg Beban Hidup (Wll) W h atap (Pelat dak) = 100 Kg/cm 2 koef. Reduksi = 0.3 Jadi, W h lantai 3 = 0.3 ∙ 100 ∙ 327.97 = 9839.1 Kg Beban Nominal lantai 3 = Wdl + Wll = 258792.47 + 9839.1 = 268631.57 Kg Beban Ultimate lantai 3 = 1.2 Wdl + 1.6 Wll = (1.2 ∙ 258792.47) + (1.6 ∙ 9839.1) = 338100.444 Kg b) Lantai 2 Beban Mati (Wdl) Pelat lantai 2 = 327.97(M 2 ) ∙ 0.12 (cm) ∙ 2400 = 94455.36 Kg Balok Balok 20 x 30 = 144(M’) ∙ 0.20 ∙ 0.40 ∙ 2400 = 27648 Kg Balok 15 x 30 = 41(M’) ∙ 0.15 ∙ 0.30 ∙ 2400 = 4428 Kg Balok 20 x 20 = 24(M’) ∙ 0.20 ∙ 0.20 ∙ 2400 = 2304 Kg = 34380 Kg Kolom Kolom 25 x 25 = 25(bh) ∙ ( 4 ∙ 0.25 ∙ 0.25 ) ∙ 2400 = 15000 Kg Kolom.P 10 x 15 = 44(bh) ∙ ( 4 ∙ 0.10 ∙ 0.15 ) ∙ 2200 = 5808 Kg 20808 Kg Dinding = 522(M 2 ) ∙ 250 = 130500 Kg Plafond = 327.97(M 2 ) ∙ 11 = 3607.67 Kg
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Perhitungan Pembebanan - · PDF filePenutup Lantai = 327.97(M2) ∙ 24 = 7871.28 Kg Beban Mati (Wdl) lt 2 = 291622.31 Kg Beban Hidup (Wll) W h Pelat Lantai = 400 Kg/cm2
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Perhitungan Pembebanan
a) Lantai 3
Beban Mati (Wdl)
Pelat Dak = 327.97(M2) ∙ 0.10 (cm) ∙ 2400 = 78712.8 Kg
Balok
Balok 20 x 30 = 144(M’) ∙ 0.20 ∙ 0.30 ∙ 2400 = 20736 Kg
Balok 15 x 30 = 41(M’) ∙ 0.15 ∙ 0.30 ∙ 2400 = 4428 Kg
25164 Kg
Kolom
Kolom 25 x 25 = 25(bh) ∙ ( 4 ∙ 0.25 ∙ 0.25 ) ∙ 2400 = 15000 Kg
Kolom.P 10 x 15 = 44(bh) ∙ ( 4 ∙ 0.10 ∙ 0.15 ) ∙ 2200 = 5808 Kg