A differential element on the bracket is subjected to plane strain that has the following components: ∈x = 150(10−6 ), ∈y = 200(10 −6 ), γxy = −700(10 −6 ). Use the straintransformation equations and determine the equivalent in plane strains on an element oriented at an angle of θ = 60° counterclockwise from the original position. Sketch the deformed element within the x – y plane due to these strains.
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