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Question

A continuous beam of span 12 m is subjected to uniformly distributed load. The minimum effective depth of beam required to check deflection of the beam, when modification factor for tension steel is 0.9 is:

A
520 mm
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B
620 mm
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C
670 mm
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D
580 mm
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Solution

The correct option is B 620 mm
For continuous slab, (l0d)basic=26
Here, span 12m>10m
(ld)max=26×1012×0.9
dmin=12000(26×1012×0.9)=615.4mm

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