Physics · Design of Concrete Structures - Limit State Method
The maximum strain at failure in tension steel having yield stress fy and Young's modulus Es as per the Limit State Method specified in IS 456:2000 is:
- 10.2 + fy / (1.15Es)
- 20.002 + fy / (1.15Es)✓
- 30.002 + fy / (1.5Es)
- 40.2 + fy / (1.5Es)
Correct answer
0.002 + fy / (1.15Es)
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