GATE Civil Engineering
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As per $IS \: 456:2000$, in the Limit State Design of a flexural member, the strain in reinforcing bars under tension at ultimate state should not be less than

  1. $\dfrac{f_y}{E_s} \\$
  2. $\dfrac{f_y}{E_s}+0.002 \\$
  3. $\dfrac{f_y}{1.15E_s} \\$
  4. $\dfrac{f_y}{1.15E_s}+0.002$
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