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 D are 

(a) Pinned, 

(b) Fixed and 

(c) Partially fixed such that the inflection point for the columns is located h/3 = 6 ft up from A and D.

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Structural Analysis

ISBN: 0134610672

10th Edition

Authors: Russell Hibbeler

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