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


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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:

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

The weight of a meter-long 12 mm diameter steel reinforcement bar is:

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:

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