In doubly reinforced beam, tension reinforcement is designed for a stress of $0.87 σ_{ψ}$ and in compression reinforcedment the stress is taken;

- 1
  
  equal to that of tension reinforcement
- 2
  
  greater than the tension reinforcement
- 3
  
  lower than the tension reinforcement
- 4
  
  double the tension reinforcement

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