A simply supported rectangular beam of span 20.0 m is subjected to UDL. The minimum effective depth required to check deflection of this beam, when modification factor for tension and compression are 0.9 and 1.1 respectively, will be
A
2.0 m
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B
1.8m
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C
1.3 m
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D
1.0 m
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Solution
The correct option is A 2.0 m Span to effective depth ratio
=20×(1020)=10
Span to effective depth ratio with modification factors =10×0.9×1.1=9.9