If a prismatic member with area of cross-section A is subjected to a tensile load P, then the maximum shear stress and its inclination with the direction of load respectively are

- 1
  
  $P / A a n d 45^{o}$
- 2
  
  $P / 2 A a n d 45^{o}$
- 3
  
  $P / 2 A a n d 60^{o}$
- 4
  
  $P / A a n d 30^{o}$

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