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

Questions › Category: Civil Engineering › 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

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VideRime Staff asked 5 years ago

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

a) 7

b) 20

c) 26

d) 35