Theory of Structures The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is WL3/2EI WL3/3EI WL²/3EI WL²/2EI WL3/2EI WL3/3EI WL²/3EI WL²/2EI ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures For beams of uniform strength, if depth is constant, Width b 3 M Width b M Width b M 2 Width b 1/M Width b 3 M Width b M Width b M 2 Width b 1/M ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures In plastic analysis, the shape factor for a triangular section, is 1.34 2.5 2.34 1.5 1.34 2.5 2.34 1.5 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is WI²/12 WI/2 WI²/4 WI²/8 WI²/12 WI/2 WI²/4 WI²/8 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The ratio of maximum and average shear stresses on a rectangular section, is 1.25 1 2.5 1.5 1.25 1 2.5 1.5 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The area of the core of a column of cross sectional area A, is (1/3) A (1/18) A (1/12) A (1/6) A (1/3) A (1/18) A (1/12) A (1/6) A ANSWER DOWNLOAD EXAMIANS APP
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