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Maximum strain in an extreme fibre in concrete and in the tension reinforcement (Fe-415 grade and Es = 200 kN/mm2) in a balanced section at limit state of flexure are respectively
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- 0.0035 and 0.0038
- 0.002 and 0.0018
- 0.0035 and 0.0041
- 0.002 and 0.0031
Correct Option: A
Max strain in steel
= 0.002 + | Es |
= 0.002 + | = 0.0038 | 200 × 103 |
For concrete max strain = 0.0035