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Q: According to IS 456:2000, for limit state method of collapse in flexure, which of the following assumptions is correct?
  • A. The tensile strength of the concrete is taken into account.
  • B. The maximum strain in concrete at the outermost compression fiber is taken as 0.0035 in bending.
  • C. The relationship between the stress strain distribution in concrete is assumed to be straight.
  • D. Plane section normal to axis does not remain plane after bending
Correct Answer: Option B -
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Explanations:

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