Determine the reactions at the supports. 3 5 4 A 3 m 400 N/m -3 m- B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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