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6-26. A uniform live load of 1.8 kN/m and a single concentrated live force of 4 kN are placed on the floor beams. Determine (a) the maximum positive shear in panel BC of the girder and (b) the maximum moment in the girder at G. B |G C -0.5 m-05 m--05 n 0.25 m 0.25 m

6-26. A uniform live load of 1.8 kN/m and a single concentrated live force of 4 kN are placed on the floor beams. Determine (a) the maximum positive shear in panel BC of the girder and (b) the maximum moment in the girder at G. B |G C -0.5 m-05 m--05 n 0.25 m 0.25 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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6-26. A uniform live load of 1.8 kN/m and a single concentrated live force of 4 kN are placed on the floor beams. Determine (a) the maximum positive shear in panel BC of the girder and (b) the maximum moment in the girder at G. A B |G C -0.5 m--0.5 m--0.5 m- 0.25 m 0.25 m Prob. 6-26
Transcribed Image Text:6-26. A uniform live load of 1.8 kN/m and a single concentrated live force of 4 kN are placed on the floor beams. Determine (a) the maximum positive shear in panel BC of the girder and (b) the maximum moment in the girder at G. A B |G C -0.5 m--0.5 m--0.5 m- 0.25 m 0.25 m Prob. 6-26
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