Question Category: Civil Engineering

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A beam curved in plan is designed for
OpenVideRime asked 5 years ago • 
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In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively
OpenVideRime asked 5 years ago • 
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Due to shrinkage stresses, a simply supported beam having reinforcement only at bottom tends to
OpenVideRime asked 5 years ago • 
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For bars in tension, a standard hook has an anchorage value equivalent to a straight length of
OpenVideRime asked 5 years ago • 
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The effect of creep on modular ratio is
OpenVideRime asked 5 years ago • 
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The creep strains are
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For the deflection of simply supported beam to be within permissible limits, the ratio of its span to effective depth as per IS: 456-1978 should not exceed
OpenVideRime asked 5 years ago • 
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According to IS: 456-1978, the maximum strain in concrete at the outermost compression fibre in the limit state design of flexural member is
OpenVideRime asked 5 years ago • 
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The partial safety factor for steel as per IS: 456-1978 is taken as
OpenVideRime asked 5 years ago • 
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According to IS: 456-1978, the maximum compressive stress in concrete for design purpose is taken as
OpenVideRime asked 5 years ago • 
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