A uniform live load of 0.2 k/ft and a single concentrated live force of 4 k are

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A uniform live load of 0.2 k/ft and a single concentrated live force of 4 k are placed on the floor beams. Determine 

(a) The maximum positive shear in panel DE of the girder, and 

(b) The maximum positive moment at H.

3 ft 13 ft + 6ft -6 t- 6 ft 6 ft 6 ft 6 ft A. G F Н

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Structural Analysis

ISBN: 1589

8th Edition

Authors: Russell C. Hibbeler

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