8 ft 8 ft 8 ft 8 ft 8 ft A В C Prob. 6–35

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 33P
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Draw the influence line for the shear in panel CD of the girder. Determine the maximum negative live shear in panel CD due to a uniform live load of 500 lb/ft acting on the top beams.

8 ft
8 ft
8 ft
8 ft
8 ft
A
В
C
Prob. 6–35
Transcribed Image Text:8 ft 8 ft 8 ft 8 ft 8 ft A В C Prob. 6–35
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