Suppose that normal and shear strains are known with respect to two orthogonal coordinate axes x and y. Strains with respect to different orthogonal axes n and t oriented at an angle relative to the x axis may be determined from the equations:
εn=εx+εy 2+εx-εy 2cos 2θ + γxy2sin 2θ
εt=εx+εy 2-εx-εy 2cos 2θ - γxy2sin 2θ
γnt2=-εx-εy 2sin 2θ + γxy2cos 2θ