If jd is the lever arm and $Σ O$ is the toal perimeter of reinformcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

- 1
  
  $\frac{Q}{2 j d Σ O}$
- 2
  
  $\frac{Q}{3 j d Σ O}$
- 3
  
  $\frac{Q}{j d Σ O}$
- 4
  
  $2 \frac{Q}{j d Σ O}$

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