
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:5
5-11. Determine the reactions at the supports.
-3 m
400 N/m
Prob. 5-11
-3 m
B
5-
Expert Solution

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Step 1
Given,
Here, loading is symmetrical uniformly varying load with peak at mid span which is equal to 400N/m.
Span length of beam = 6m
Left support is roller support present in inclined plane and right support is hinge support.
Left support reaction will be distributed in horizontal and vertical direction.
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