Determine the moments of inertia of the combined section
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.
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to form an unsymmetrical girder two l76 times 76 times 64-mm angles and two l152 times 102times127-mm angles are welded
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