Calculate strains for case where coordinate axes are rotated

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Reference no: EM13308034

An element of material subjected to a plane strain has a strain epsilon x of 280x10^-6, a strain epsilon y of 420x10^-6 and an engineering shear strain gamma xy of 150x10^-6. calculate the strains for the case where the coordinate axes are rotated by angle of 35 degrees.

Reference no: EM13308034

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