Problem #2 A 6m Y kN/m C A B The support at A 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) given: X= 329 Y= 21 A= 5 B=8 C=6

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Every answers in each solutions must be in 7 decimal points.

Problem #2
6 m
Y kN/m
B
The support at A 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?
given:
X= 329
Y= 21
A= 5
B=8
C=6
Transcribed Image Text:Problem #2 6 m Y kN/m B The support at A 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? given: X= 329 Y= 21 A= 5 B=8 C=6
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