| Teaching & Learning > eHandbook > eConcrete > Concrete Mix Design | |
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| | Introduction | 1 | 2 | 3 | |
| Problem : Concrete Mix Design Using C&CA Method | ||
| Grade of concrete | 50MPa | |
| Type of cement | Ordinary Porland Cemant(OPC) | Table 10.12 |
| Maximum size of aggregate | 20 mm (3/4 in) | Table 10.13 |
| Curing | 14 days | Table 10.14 |
| Type of coarse aggregate | Crushed Granite | Table 10.15 |
| Workability | Very Low | |
| BACK | P.SOLVE |
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