A cast iron block of $5 s q . c m .$ cross section carries an axial tensile load of $10 t .$ Then maximum shear stress in the

block is given by

- 1
  
  $2000 k g / c m^{2}$
- 2
  
  $1000 k g / c m^{2}$
- 3
  
  $500 k g / c m^{2}$
- 4
  
  $200 k g / c m^{2}$

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