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Design of One Way Slab

For the purpo...

Question

For the purpose of design as per IS:456, deflection of RC slab or beam is limited to

A

0.2% of span

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B

0.25% of span

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C

0.4% of span

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D

0.45% of span

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Solution

The correct option is C 0.4% of span
Deflection $\leq \frac{s p a n}{250}$ or 0.4% of the span.

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