Determine the moments of inertia of the combined section

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Reference no: EM131061881

To form an unsymmetrical girder, two L76 × 76 × 6.4-mm angles and two L152 × 102×12.7-mm angles are welded to a 16-mm steel plate as shown. Determine the moments of inertia of the combined section with respect to its centroidal x and y axes.

Reference no: EM131061881

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