Using the internal forces determined for members $\left(1\right)$ and $\left(2\right)$ along with the column area $(\mathrm{A}=7,500 {\mathrm{mm}}^2)$ and elastic modulus $(\mathrm{E}=200 \mathrm{GPa})$, compute the deformations in each member.

Note: Make sure that the equation is in consistent units before making the calculation.