A circular shaft subjected to torsion undergoes a twist of $1 °$ in a length of $120 c m$ . If the maximum shear stress

induced is limited to $1000 k g / c m^{2}$ and if modulus of rigidity $G = 0.8 \times 10^{6} k <$

- 1
  $π / 18$
- 2
  
  $18 / π$
- 3
  
  $π / 27$
- 4
  
  $27 / π$

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