A continuous beam of span 12m 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
520mm
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B
620mm
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C
670mm
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D
580mm
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Solution
The correct option is B620mm For continuous slab, (l0d)basic=26
Here, span 12m>10m (ld)max=26×1012×0.9 dmin=12000(26×1012×0.9)=615.4mm