A beam of 1-section 600 mm deep and 200 mm wide has flanges 25 mm thick and web 20 mm thick. If the shear stress in the web at the junction of flange and web is q, then the shear stress in the flange at the junction is

- 1
  
  10 q
- 2
  
  q
- 3
  
  0.5 q
- 4
  
  0.1 q

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