EXAMIANS
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is
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The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is
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The equivalent length is of a column of length having both the ends fixed, is
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A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be
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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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Maximum strain theory for the failure of a material at the elastic limit, is known as
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In case of principal axes of a section
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section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, 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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parabolic arch of span and rise , is given by The equation of a
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