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The section in which concrete is not fully stressed to its permissible value when stress in steel reaches its maximum value is called:


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When the effect of creep modulus of elasticity will get more pronounced, the structure is affected more seriously:

The section in which concrete is not fully stressed to its permissible value when stress in steel reaches its maximum value is called:

The maximum deflection of a cantilever beam of length L subjected to a point load W at the free end is XWL^3/El, where X is equal to:

The section in which concrete is not fully stressed to its permissible value when stress in steel reaches its maximum value is called:

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