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

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

Section: Chapter Questions

Problem 1P

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Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

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

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