\text { The strain at point } A \text { on the bracket has compte of } \epsilon_{x}=-200\left[10^{-6}\right], \epsilon_{y}=-650\left[10^{-6}\right] \text {, and } \gamma_{x y}=-175\left[10^{-6}\right] A. [30 Pts] The equivalent in-plane strains on an element oriented at an angle theta = 20° of counterclockwise from the original positi n, and B. [20 Pts] Sketch the deformed element due to these equivalent strains within the x-y plane.

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