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For design of Flexure members, the strain in the reinforcing bars under tension at ultimate state as per IS 456-2000 shall not be less than
$$\frac {f_y}{1}.15E$$
$$\frac {f_y}{1}.15E_s + 0.002$$
$$\frac {f_y}{E_s}$$
$$\frac {f_y}{E_s} + 0.002$$
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