3 6m ort at 4 can be assumed esumed A to be to B be a roller Point Ci

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter9: Application Of Influence Lines
Section: Chapter Questions
Problem 2P
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GIVEN: X=195 Y=22 A=8 B=2 C=2
Problem #2
6 m
Y kN/m
C
A
B
The support at 4 can be assumed to be a roller. Point C is an
internal hinge.
7. What is the reaction at A? (kN)
8. What is the vertical reaction at B? (kN)
9. What is the moment reaction at B? (kN-m)
10. What is the shear 3 m from A? (kN)
11. What is the moment 3 m from A? (kN-m)
12. What is the maximum negative moment in the beam?
13. What is the moment at C?
Transcribed Image Text:Problem #2 6 m Y kN/m C A B The support at 4 can be assumed to be a roller. Point C is an internal hinge. 7. What is the reaction at A? (kN) 8. What is the vertical reaction at B? (kN) 9. What is the moment reaction at B? (kN-m) 10. What is the shear 3 m from A? (kN) 11. What is the moment 3 m from A? (kN-m) 12. What is the maximum negative moment in the beam? 13. What is the moment at C?
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