The state of strain at a point on the bracket has component: Ex = 150(10"'6). Ey = 200(10"'6), y..,. = - 700(10"'6). Use the strain transformation equations and determine the equivalent in plane strains on an element oriented at an angle of 8 = 60" counterclockwise from the original position. Sketch the deformed element within the x-y plane due to these strains.

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