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In the limit state design of concrete structure, the strain distribution is assumed to be
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Deflection can be controlled by using the appropriate
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In limit state design, the limiting value of depth of neutral axis is
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Total strain energy theory for the failure of a material at elastic limit is known as
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A cantilever beam of span ‘I’ subjected to concentrated load ‘W’ at a distance ‘a’ from fixed end, the deflection under the point load is
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The shape of idealized stress-strain curve for concrete as prescribed by IS: 456-2000 is
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The state of pure shear stress is produced by
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The angle between the principal plane and the plane of maximum shear is
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Shear strain energy theory for the failure of a material at elastic limit is due to
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The tangential component of stress on an plane inclined θ ° to the direction of the force, may be obtained by multiplying the normal stress by
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