EXAMIANS
The forces in the members of simple trusses, may be analysed by
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The ratio of maximum and average shear stresses on a rectangular section, is
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A three hinged arch is generally hinged at its supports and
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The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is
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An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is
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A truss containing j joints and m members, will be a simple truss if
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The ratio of maximum shear stress to average shear stress of a circular beam, 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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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 the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is
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