A dam has a triangular cross section and is loaded by water pressure on one side Additionally the weight of the dam has to be accounted for Given h Height of dam h Density of concrete of dam pc Density of water pw . Poisson constant v . . B XI A X 022 pc P (x:) Pw a Determine the water pressure as a function of x2 b. With reference to the given coordinate system the following stresses inside the dam have been measured P = p(x = h) 011 2. Pu (Pc 9 tanah (tana) 53) X + ( - Pe Pu (tan a) IF FER (h. -Pc -9) x 011 = (01 +022) Pu 0125 h (tana))* 0) = 01 = 0 i. Verify the equilibrium condition ii Verify the boundary condition for the line AC