As a result of loading, the rectangle shown in Fig. P2.11 deforms into a parallelogram
in which sides QA and BC shorten 0.003 mm and rotate 500 μ
radian counterclockwise while sides AB and QC elongate 0.004 mm and
rotate 1000 μ radian clockwise. Determine the principal strains and the
direction of the principal axes at point Q.Take a=20 mm and b=12 mm.
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