The rectangular plate is deformed into the shape shown by the dashed lines. Determine the average normal strain along diagonal $AC,$ and the average shear strain at corner $B$

A$.lo{n}_{AC}=0\mathrm{.}01597m\frac{m}{m}m$ and ${}_B=0\mathrm{.}0148$rad

B$.lo{n}_{AC}=0\mathrm{.}00160m\frac{m}{m}m$ and ${}_B=0\mathrm{.}0148$rad

C$.lo{n}_{AC}=0\mathrm{.}01697m\frac{m}{m}m$ and ${}_B=0\mathrm{.}0148$rad

D$.lo{n}_{AC}=0\mathrm{.}01697m\frac{m}{m}m$ and ${}_B=0\mathrm{.}0138$rad

E$.$ None