Physics · Design of Concrete Structures
As per IS 456:2000, in the limit state design of a flexural member, the strain in the reinforcing bars under tension at the ultimate state should not be less than ______ (where fy is the characteristic strength of steel and Es is the modulus of elasticity of steel).
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- 10.002 + fy/(1.15Es)✓
- 20.002 + fy/Es
- 3fy/(1.15Es)
- 4fy/Es
Correct answer
0.002 + fy/(1.15Es)
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