Physics · Structural Design
As per IS 456:2000, the design load combinations for the limit state of collapse, when the effects of wind and earthquake loads are neglected, is given by:
- 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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