Perbandingan Bahan dan Tenaga, Mutu Beton K . . .
1m3 beton mutu K-100 (fc’ = 7.4 MPa), slump (12±2), w/c = 0.87
1m3 beton mutu K-125 (fc’ = 9.8 MPa), slump (12±2), w/c = 0.78
1m3 beton mutu K-150 (fc’ = 12.2 MPa), slump (12±2), w/c = 0.72
1m3 beton mutu K-175 (fc’ = 14.5 MPa), slump (12±2), w/c = 0.66
1m3 beton mutu K-200 (fc’ = 16.9 MPa), slump (12±2), w/c = 0.61
1m3 beton mutu K-225 (fc’ = 19.3 MPa), slump (12±2), w/c = 0.58
1m3 beton mutu K-250 (fc’ = 21.7 MPa), slump (12±2), w/c = 0.56
LUAS DAN KELILING PERSEGI Masukan sisi [...]
1m3 beton mutu K-275 (fc’ = 24.0 MPa), slump (12±2), w/c = 0.53
1m3 beton mutu K-300 (fc’ = 26.4 MPa), slump (12±2), w/c = 0.52
1m3 beton mutu K-325 (fc’ = 28.8 MPa), slump (12±2), w/c = 0.49
1m3 beton mutu K-350 (fc’ = 31.2 MPa), slump (12±2), w/c = 0.48
Sumber : jefrihutagalung
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