If $T_{v}$ is the nominal shear stress in beams of uniform depth (d), and breadth (b), subjected to shear force $V_{u}$ due to design load, then

- 1
  
  $T_{v} = \frac{V_{u}}{b d}$
- 2
  
  $T_{v} = \frac{. 5 V_{u}}{b d}$
- 3
  
  $T_{v} = \frac{0.3 V_{u}}{b d}$
- 4
  
  $T_{v} = \frac{. 1 V_{u}}{b d}$

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