Computer · Design of Concrete Structures
As per IS 456:2000, the design load (ultimate load) for the limit state of collapse in an RC structure, when considering only Dead Load (DL) and Live Load (LL), should be taken as:
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- 11.0 DL + 1.5 LL
- 21.5 DL + 2.2 LL
- 31.2 DL + 1.5 LL
- 41.5 DL + 1.5 LL✓
Correct answer
1.5 DL + 1.5 LL
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