engineering recuitment TSPSC AEE Civil Mock Test 2022 Reinforced Concrete Structures Beams and Slabs
The maximum strain at the level of compression steel for a rectangular section having effective cover to compression steel as d' and neutral axis depth from compression face as xu is
1
0.002 × \(\left( {1 - \frac{{{x_u}}}{{d'}}} \right)\)
2
0.0035 × \(\left( {1 - \frac{{d'}}{{{x_u}}}} \right)\)
3
0.002 × \(\left( {1 - \frac{{d'}}{{{x_u}}}} \right)\)
4
0.0035 × \(\left( {1 - \frac{{{x_u}}}{{d'}}} \right)\)