Suppose that normal and shear stresses are known with respect to two orthogonal coordinate axes x and y. Stresses with respect to orthogonal axes n and t oriented at an angle relative to the x axis may be determined from the equations:
σn=σx+σy 2+σx-σy 2cos 2θ + τxysin 2θ
σt=σx+σy 2-σx-σy 2cos 2θ - τxysin 2θ
τnt=-σx-σy 2sin 2θ + τxycos 2θ