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Determine the moments of inertia of the combined section

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Two L4 X 4 X 1/2-in. angles parallel to and on the x-axis are welded to either sides of a 10-in. high by 1/2-in. wide steel plate. Determine the moments of inertia of the combined section with respect to centroidal axis respectively parallel and perpendicular to the plate.

Reference no: EM13619164

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