EXAMIANS
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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Maximum principal stress theory for the failure of a material at elastic point, is known
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P = 4π² EI/L² is the equation of Euler's crippling load if
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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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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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The area of the core of a column of cross sectional area A, is
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For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B 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 maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is
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In a shaft, the shear stress is not directly proportional to
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