Cara Menghitung Volume Beton Bertulang
1. Sloof 15/15
Dimensi = 0.15 x 0.15
Panjang = 28.00 M
Volume = 0.15 x 0.15 x 28 = 0.63 M3
2. Kolom 15/15
Dimensi = 0.20 x 0.20
Tinggi = 2.7 M
Jumlah = 6 Buah
Volume = 0.20 x 0.20 x 2.7
= 0.11 x 6 = 0.648 M3
Total volume beton bertulang = 1.28 M3
SNI 7394-2008-6.2
Membuat 1 M3 beton mutu fc= 9.8 Mpa (K 125), Slum 12+_2) cm, w/c=0.78
Semen 6.9 x 1.28 = 8.8182 Zak
Pasir beton 0.5914 x 1.28 = 0.75585 M3
Kerikil beton 0.7496 x 1.28 = 0.95803 M3
Pekerja 1.6500 x 1.28 = 2.1087 HOK
Tukang 0.2750 x 1.28 = 0.35145 HOK
Kepala tukang 0.0280 x 1.28 = 0.03578 HOK
Mandor 0.0830 x 1.28 = 0.10607 HOK
Membuat 1 M3 beton mutu fc= 9.8 Mpa (K 125), Slum 12+_2) cm, w/c=0.78
Semen 6.9 x 1.28 = 8.8182 Zak
Pasir beton 0.5914 x 1.28 = 0.75585 M3
Kerikil beton 0.7496 x 1.28 = 0.95803 M3
Pekerja 1.6500 x 1.28 = 2.1087 HOK
Tukang 0.2750 x 1.28 = 0.35145 HOK
Kepala tukang 0.0280 x 1.28 = 0.03578 HOK
Mandor 0.0830 x 1.28 = 0.10607 HOK

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