The square plate is deformed into the shape shown by the dashed lines. If $D C$ has a normal strain $\epsilon_{x}=0.004, D A$ has a normal strain $\epsilon_{y}=0.005$ and at $D, \gamma_{x y}=0.02$ rad, determine the shear strain at point $E$ with respect to the $x^{\prime}$ and $y^{\prime}$ axes.