A uniform live load of 250 lb/ft and a single concentrated live force of 1.5 k are

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A uniform live load of 250 lb/ft and a single concentrated live force of 1.5 k are to be placed on the floor beams. Determine 

(a) The maximum positive shear in panel AB, and 

(b) The maximum moment at D. Assume only vertical reaction occur at the supports.

-10 ft -15 ft- -10 ft- -15 ft- Н G. 5 ft 5 ft 5 ft

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Structural Analysis

ISBN: 978-0132570534

8th edition

Authors: Russell C. Hibbeler

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