Given the strains: xx = 2,000 yy = 3,000 zz = 4,500 xy = 200 yz =

Given the strains: εxx = 2,000 εyy = 3,000 εzz = 4,500 γxy = −200 τyz = 300 γzx = 225 Where x = east, y = north, z = up, compression is positive, the units are micro inches per inch, Young’s modulus E = 34.48 GPa, and shear modulus G = 13.79 GPa psi, find the corresponding stresses for a linear, homogeneous, isotropic elastic response.