Political Science, asked by shaikhmunawwar313, 3 months ago

in a simply supported slab alternate bars are curtailed at

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Answered by Anonymous

Answer:

Explanation:

To economize the design of a flexural member, the tensile bars are curtailed at the section beyond which it is no longer required to resist flexure. In case of Simply Supported slab, alternate bars are curtailed at 1/7 of the span value.

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in a simply supported slab alternate bars are curtailed at​

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in a simply supported slab alternate bars are curtailed at