Theory of Structures The equivalent length of a column of length L, having both the ends hinged, is L S 2L L/2 L S 2L L/2 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is (L/2d)² L/d L/2d (L/3d)² (L/2d)² L/d L/2d (L/3d)² ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures In the truss, the force in the member AC is t tensile 8.75 t tensile 6.25 t compressive t compressive t tensile 8.75 t tensile 6.25 t compressive t compressive 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 ωl²/16h ωl²/8h ωl²/12h ωl²/4h ωl²/16h ωl²/8h ωl²/12h ωl²/4h ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The ratio of maximum shear stress to average shear stress of a circular beam, is 3/2 4/3 2/3 4/7 3/2 4/3 2/3 4/7 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The locus of reaction of a two hinged semi-circular arch, is Hyperbola Parabola Circle Straight line Hyperbola Parabola Circle Straight line ANSWER DOWNLOAD EXAMIANS APP
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