Determine (approximately) the internal moment and shear at the ends of each member of the portal frame.

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Determine (approximately) the internal moment and shear at the ends of each member of the portal frame. Assume the supports at A and Dare partially fixed, such that an inflection point is located at h/3 from the bottom of each column.

D.

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Structural Analysis

ISBN: 1589

8th Edition

Authors: Russell C. Hibbeler

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