Reinforced Concrete Structures

The maximum strain in the tension reinforcement in the section at failure shall not be less than (with usual notations)

1
0.002 + (0.87 fy/Es)
2
0.0035 + (0.87 fy/Es)
3
0.0035 + (fy/1.15 Es)
4
0.002 + (0.85 Es/fy)

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