Plot the distribution of vertical and lateral stress

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A water tank, 15 m in diameter and 10 m high, is proposed for a site where there is an existing pipeline (Figure P7.26). Plot the distribution of vertical and lateral stress increases imposed by the water tank on the pipeline along one-half the circumference nearest to the tank. The empty tank's weight (deal load) is 350 kN. Assume the water tank is filled to its capacity.

Reference no: EM131137721

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