The maximum shear stress $(τ_{m a x})$ in a reinfoeced concrete beam of width (b) and subjected to a shear force (F) is equal to

- 1
  
  $\frac{F}{b (3 d - n)}$
- 2
  
  $\frac{2 F}{b (3 d - n)}$
- 3
  
  $\frac{3 F}{b (3 d - n)}$
- 4
  
  $\frac{4 F}{b (3 d - n)}$

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