The state of strain at the point has components of $\epsilon_{x}=200\left(10^{-6}\right), \epsilon_{y}=-300\left(10^{-6}\right),$ and $\gamma_{x y}=400\left(10^{-6}\right)$.
Use the strain-transformation equations to determine the equivalent in-plane strains on an element oriented at an angle of $30^{\circ}$ counterclockwise from the original position. Sketch the deformed element due to these strains within the $x-y$ plane.