Computer · Design of Concrete Structures
As per IS 456:2000 for the limit state of collapse in flexure, the depth of the resultant compressive force from the extreme compression fiber in a rectangular beam section is taken as: (where xu = depth of the neutral axis)
- 10.48 xu
- 20.42 xu✓
- 30.5 xu
- 40.36 xu
Correct answer
0.42 xu
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