To form a nonsymmetrical girder, two L3 Ã 3 Ã ¼-in. angles and two L6 Ã 4

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To form a nonsymmetrical girder, two L3 × 3 × ¼-in. angles and two L6 × 4 × ½-in. angles are welded to a 0.8-in. 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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Vector Mechanics for Engineers Statics and Dynamics

ISBN: 978-0073212227

8th Edition

Authors: Ferdinand Beer, E. Russell Johnston, Jr., Elliot Eisenberg, William Clausen, David Mazurek, Phillip Cornwell

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