EXAMIANS
The assumption in the theory of bending of beams is:
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The stiffness of the close coil helical spring is
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Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is
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The yield moment of a cross section is defined as the moment that will just produce the yield stress in
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For beams breadth is constant,
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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 general expression for the B.M. of a beam of length l is the beam carries M = (wl/2) x – (wx²/2)
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In plastic analysis, the shape factor for a circular section, 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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The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is
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