Computer · Design of Concrete Structures
As per IS 456:2000, 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 given by:
- 10.0035 × (1 - xud')
- 20.002 × (1 - d'xu)
- 30.0035 × (1 - d'xu)✓
- 40.002 × (1 - xud')
Correct answer
0.0035 × (1 - d'xu)
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