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