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If the permissible compressive stress in concrete in bending for M30 grade of concrete is 10 N/mm2, then modular ratio will be
- A18.66
- B13.33
- C10.98
- D9.33
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CCommunity
As per IS : 456-2000, modular ratio is given by
$(m = \frac{{280}}{{3{\sigma _{cbc}}}})$
For M30 concrete
σcbc = 10 N/mm2
$(m = \frac{{280}}{{3 \times 10}} = 9.33)$
$(m = \frac{{280}}{{3{\sigma _{cbc}}}})$
For M30 concrete
σcbc = 10 N/mm2
$(m = \frac{{280}}{{3 \times 10}} = 9.33)$