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
(A) $\frac{f_{y}}{E_{s}}$
(B) $\frac{f_{y}}{E_{s}}+0.002$
(C) $\frac{f_{y}}{1.15 E_{s}}$
(D) $\frac{f_{y}}{1.15 E_{s}}+0.002$
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
(A) $\frac{f_{y}}{E_{s}}$
(B) $\frac{f_{y}}{E_{s}}+0.002$
(C) $\frac{f_{y}}{1.15 E_{s}}$
(D) $\frac{f_{y}}{1.15 E_{s}}+0.002$