To determine the principal stresses, use the following equation:

σp1,σp2=σx+σy2±(σx-σy2)2+τxy2

= 51.41+(-7.53)2±(51.41-(-7.53)2)2+(51.05)2

= 80.89MPa, -37.01MPa

The orientation of the principal stresses is determined from:

tan2θp=2τxyσx-σy=2(51.05)51.41-(-7.53)=1.732

θp=30.000°

Note: Since the denominator x - σy)>0, the computed angle is measured from the x axis to the σP1 direction. A positive angle is measured counterclockwise from the x axis.

Principal stresses from rosette data