Report - 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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