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A 100 by 150 mm rectangular plate is deformed as shown in the following figure. All dimensions shown in the figure are in millimeters. Determine at point Q: (a) the strain components εx , εy , and τxy , and (b) the principal strains and the direction of the principal axes.
4.4238/[1.047+{1.111*[9.261/7.777]}*1.01
proof of chebychevs lemma
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