If the depth of neutral axis for a singly reinforced rectangular section is represented by kd in working stress design, then the value of k for balanced section

- 1
  
  depends on Qst only
- 2
  
  depends on Qcbc only
- 3
  
  Depends on both Qst and Qcbc
- 4
  
  is independent of both Qst and Qcbc

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