Computer · Reinforced Concrete Structures
An axially loaded short column was designed with lateral ties and its ultimate load-carrying capacity was found to be 300 kN. If the same column is designed with helical reinforcement as per IS 456, its revised load-carrying capacity will be:
- 1300 kN
- 2315 kN✓
- 3330 kN
- 4286 kN
Correct answer
315 kN
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