Determine the principal moments of inertia of the composite area with respect to a set of principal
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Determine the principal moments of inertia of the composite area with respect to a set of principal axes that have their origin located at the centroid C. Use the equations developed in Sec. 10.7. Ixy = -15.84(106) mm4.
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60 mm y C 60 mm 60 mm 60 mm 80 mm 140 mm X
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