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THEORY OF STRUCTURES QUIZ

The equivalent length of a column of length L, having both the ends hinged, is

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Maximum principal stress theory for the failure of a material at elastic point, is known

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The area of the core of a column of cross sectional area A, is

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The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

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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

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There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

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In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

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In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

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The ratio of maximum shear stress to average shear stress of a circular beam, is

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The locus of the moment of inertia about inclined axes to the principal axis, is

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