The state of strain at the point on the bracket has components of (epsilon_{x}=350left(10^{-6} ight), quad epsilon_{y}=-860left(10^{-6}

The state of strain at the point on the bracket has components of \(\epsilon_{x}=350\left(10^{-6}\right), \quad \epsilon_{y}=-860\left(10^{-6}\right)\), \(\gamma_{x y}=250\left(10^{-6}\right)\). Use the strain transformation equations to determine the equivalent in-plane strains on an element oriented at an angle of \(\theta=45^{\circ}\) clockwise from the original position. Sketch the deformed element within the \(x-y\) plane due to these strains.

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y x