An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 metres and carries a U.D.L. of 3000 kg/m inclusive of its salf weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

- 1
  
  $8.3 k g / c m^{2}$
- 2
  
  $7.6 k g / c m^{2}$
- 3
  
  $21.5 k g / c m^{2}$
- 4
  
  $11.4 k g / c m^{2}$

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