Theory of Structures The equivalent length is of a column of length having both the ends fixed, is 2 L l L/2 L 2 L l L/2 L ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures In case of principal axes of a section None of these Difference of moment inertia is zero Product of moment of inertia is zero Sum of moment of inertia is zero None of these Difference of moment inertia is zero Product of moment of inertia is zero Sum of moment of inertia is zero ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as Compound beams Composite beams Determinate beams Indeterminate beams Compound beams Composite beams Determinate beams Indeterminate beams ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The ratio of maximum and average shear stresses on a rectangular section, is 1 1.5 2.5 1.25 1 1.5 2.5 1.25 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is ωl²/4h ωl²/12h ωl²/16h ωl²/8h ωl²/4h ωl²/12h ωl²/16h ωl²/8h ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be 5/8 2/3 3/2 8/5 5/8 2/3 3/2 8/5 ANSWER DOWNLOAD EXAMIANS APP
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