29 kN/m 14.5 kN/m Hinge 3 m 3 m 14.5 29 kN/m Hinge Hinge kN/m 5m 5 m B 3 m I
29 kN/m 14.5 kN/m Hinge 3 m 3 m 14.5 29 kN/m Hinge Hinge kN/m 5m 5 m B 3 m I
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 20P
Related questions
Question
Determine the resultant reactions at each support of the structure. Indicate the direction of reactions.
Transcribed Image Text:29 kN/m
14.5 kN/m
Hinge
3 m
3 m
14.5
29 kN/m
Hinge
Hinge
kN/m
5m
5 m
B
3 m
I
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