Computer · Design of Concrete Structures
In a balanced section at the limit state of flexure, the maximum strains in the extreme compression fiber of concrete and in the tension steel of grade Fe415 at failure are respectively: (Take Es = 200 GPa)
- 10.0035 and 0.0048✓
- 20.0035 and 0.0038
- 30.0020 and 0.0018
- 40.0035 and 0.0018
Correct answer
0.0035 and 0.0048
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