Computer · Design of Reinforced Concrete Structures
As per IS 456:2000, the design compressive stress of concrete at the outermost compressing fiber at the limit state of collapse in flexure is taken as:
- 10.60 fck
- 20.40 fck
- 30.67 fck
- 40.45 fck✓
Correct answer
0.45 fck
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