In a rectangular element subjected to like principal tensile stresses $p_{1}$ and $p_{2}$ in two mutually perpendicular directions $x$ and $y$ , the maximum shear stress would occur along the

- 1
  
  plane normal to X-axis
- 2
  
  plane normal to Y-axis
- 3
  
  plane at $45 °$ to Y-direction
- 4
  
  planes at $45 °$ and $135 °$ to the Y-direction

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