Computer · Design of Concrete Structures
According to IS 456:2000, the maximum strain in the tension reinforcement in the section at failure shall not be less than (where fy is characteristic strength of steel and Es is modulus of elasticity of steel):
Verified Solution4 OptionsUpdated: October 2026👁️1 View
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- 10.002 + 0.85 Esfy
- 20.0035 + fy1.15 Es
- 30.0035 + 0.87 fyEs
- 40.002 + 0.87 fyEs✓
Correct answer
0.002 + 0.87 fyEs
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