Computer · Design of Concrete Structures
In the limit state method of design, the maximum strain in the tension reinforcement in the section at failure shall not be less than:
- 1f y 1.15 E s + 0.035
- 2f y 1.15 E s + 0.02
- 3f y 1.15 E s + 0.0035
- 4f y 1.15 E s + 0.002✓
Correct answer
f y 1.15 E s + 0.002
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