If the total hardness and alkalinity of a sample of water are 300 mg/L and 100 mg/L (CaCO3 scale) respectively, then its carbonate and non - carbonate hardness (in units of mg/L) will be respectively
The maximum compressive strain at the highly compressed extreme fibre in concrete subjected to axial compression and bending and when there is no tension on the section shall be 0.0035 minus 0.75 times the strain at the least compressed extreme fibre.
Which of the following expressions is required to calculate the strength of shear reinforcement for single bar or single group of parallel bars, all bent-up at the same cross section? The characteristic strength and the cross-sectional area of the bent-up bars are given by fy, and Asv, respectively. The angle between the bent-up bar and the axis of the member is given by α.
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If the total hardness and alkalinity of a sample of water are 300 mg/L and 100 mg/L (CaCO3 scale) respectively, then its carbonate and non - carbonate hardness (in units of mg/L) will be respectively
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The maximum compressive strain at the highly compressed extreme fibre in concrete subjected to axial compression and bending and when there is no tension on the section shall be 0.0035 minus 0.75 times the strain at the least compressed extreme fibre.
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Which of the following expressions is required to calculate the strength of shear reinforcement for single bar or single group of parallel bars, all bent-up at the same cross section? The characteristic strength and the cross-sectional area of the bent-up bars are given by fy, and Asv, respectively. The angle between the bent-up bar and the axis of the member is given by α.
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