As per IS : 456, the reinforcement in a column should not be less than

- 1
  
  0.5% and not more than 5% of cross-sectional area
- 2
  
  0.6% and not more than 6% of cross-sectional area
- 3
  
  0.7% and not more than 7% of cross-sectional area
- 4
  
  0.8% and not more than 8% of cross-sectional area

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