In a balance section at limit state of flexure, the maximum strains in extreme fibre of concrete and tension steel of grade Fe415 are respectively (Take Es = 200 GPa)

1
0.0035 and 0.0018
2
0.0020 and 0.0018
3
0.0035 and 0.0038
4
0.0035 and 0.0048

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