EXAMIANS
In a shaft, the shear stress is not directly proportional to
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Slenderness ratio of a long column, is
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The assumption in the theory of bending of beams is:
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The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is
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Y are the bending moment, moment of inertia, radius of curvature, modulus of If M, I, R, E, F, and elasticity stress and the depth of the neutral axis at section, then
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Principal planes are subjected to
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A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be
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In plastic analysis, the shape factor for rectangular section, is
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A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is
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At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by
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