Question: waterkg / m ^ 2 1 1 7 . 4 cementekg / m ^ 2 2 6 0 . 8 8 eMixture design of the

waterkg/m^2117.4cementekg/m^2260.88eMixture design of the ordinary concreteFly ashekg/mFineaggregatekg/m^2808.73Coarseaggregatekg/m^21213.094Superplasticizerekg/m^25.218
waterkg / m ^ 2 1 1 7 . 4 cementekg / m ^ 2 2 6 0

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