To determine the principal strains and maximum shear strain, use the following equations:

εp1,εp2 = εx + εy2 ± εx - εy22 + γxy22 

γmax = 2 εx - εy22 + γxy22 

Substitute the values for εx, εy, and γxy and solve:

εp1,εp2 = 800 + 16.672 ± 800 - 16.6722 + 952.622 

γmax = 2 800 - 16.6722 + 952.622