In the given figure, σ1 and σ2 are the maximum and minimum principal stresses. In order that the resultant stress on the plane AB is \(\sqrt {{{\left( {\frac{{{\sigma _1} + {\sigma _2}}}{2}} \right)}^2} + {{\left( {\frac{{{\sigma _1} - {\sigma _2}}}{2}} \right)}^2}} \), the value of θ should be -

1
30° 
2
60° 
3
75° 
4
45° 

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