PSAD-032 | Theory of Structures | Double Integration Method

A 6m cantilever retaining wall, with an active pressure which varies from zero at the top and 35 KN/m at the bottom. The wall is laterally supported at the top and fixed at the base. Assume EI to be constant A. Determine the moment reaction developed at the wall's base B. Determine the horizontal displacement of the wall at its center when E = 41 GPa, I = 2.25x10^9 mm^4