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 values for εx, εy, and γxy and solve:

εp1,εp2 = -215 + 4602 ± -215 - 46022 + 50522 
γmax = 2 -215 - 46022 + 50522