Theory of Structures For beams of uniform strength, if depth is constant, Width b M 2 Width b 1/M Width b M Width b 3 M Width b M 2 Width b 1/M Width b M Width b 3 M ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is 1/8 1/10 1/16 1/12 1/8 1/10 1/16 1/12 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The area of the core of a column of cross sectional area A, is (1/6) A (1/18) A (1/3) A (1/12) A (1/6) A (1/18) A (1/3) A (1/12) A ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch). 50/EIc 150/EIc 100/EIc 200/EIc 50/EIc 150/EIc 100/EIc 200/EIc ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The locus of reaction of a two hinged semi-circular arch, is Hyperbola Circle Parabola Straight line Hyperbola Circle Parabola Straight line ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is F/A 2F/3A 3F/2A F/2A F/A 2F/3A 3F/2A F/2A ANSWER DOWNLOAD EXAMIANS APP
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