An anisotropic material block with properties specified below is subjected to the same stresses

mentioned in problem $4.$ Using the $3$D Hooke's law calculate all $3$ normal and all $3$ shear strains

$E_x=100$GPa

$v_{xy}=0\mathrm{.}1$

$v_{xz}=0\mathrm{.}2$

$v_{yz}=0\mathrm{.}2$

$G_{xy}=5$GPa

$E_y=10$GPa

$Ez=15$GPa

$v_{yx}=0\mathrm{.}01$

$v_{zx}=0\mathrm{.}3$

$v_{zy}=0\mathrm{.}3$

$G_{yz}=6$GPa

$G_{xz}=8$GPa