menghitung kebutuhan tulangan per 1 m3 beton.xlsx
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Dimensi Beton B = 0.15 m H = 0.2 m deking = 0.04 m Diameter Tulangan Utama = 0.012 m b = 0.01 m jarak jjjjjjjjjjjjjjjjjjjj]l 1 m3 beton = 33.33333 »» 34 Tulangan Utama panjang besi = 4 bh x berat besi = 120.5933 Kg Tulangan Sengkang Jumlah sengkang = 34 m / Panjang Sengkang = 0.48 m panjang besi = 170 bh x berat besi = 50.3064 Kg Kebutuhan besi per 1 m3 = 171 dimensi 15/20
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Transcript of menghitung kebutuhan tulangan per 1 m3 beton.xlsx
Dimensi BetonB = 0.15 mH = 0.2 mdeking = 0.04 m
Diameter Tulangan Utama = 0.012 mb = 0.01 m jarak = 0.2 mjjjjjjjjjjjjjjjjjjjj]l1 m3 beton = 33.333333 »» 34 m
Tulangan Utamapanjang besi = 4 bh x ( 34 m -berat besi = 120.59332 Kg
Tulangan SengkangJumlah sengkang = 34 m / 0.2 m =Panjang Sengkang = 0.48 mpanjang besi = 170 bh x 0.48 m =berat besi = 50.3064 Kg
Kebutuhan besi per 1 m3 = 171 kgdimensi 15/20
berat jenis = 0.8878 kg/mberat jenis = 0.6165 kg/m
0.04 m ) = 135.84 m
170 Bh
81.6 m
