A masonry dam has given cross section shown. The intensity of the hydrostatic uplift varies uniformly from 20% of the full hydrostatic at the heel to zero at the toe. Unit Weight of concrete is 23.5kN/m3. Find the total vertical reaction at the bottom of the dam. Find the factor of safety against sliding if the coefficient of friction at the base is 0.80. Find the factor of safety against overturning. 1. 2. 3.

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