A bar of square section is subjected to a pull of $10, 000 k g$ . If the maximum allowable shear stress on any section is

$500 k g / c m^{2}$ , then the side of the square section will be

- 1
  
  $\sqrt{5} c m$
- 2
  
  $\sqrt[]{10} c m$
- 3
  
  $\sqrt{15} c m$
- 4
  
  $\sqrt{20} c m$

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