If the collar at A is fixed to the member and can slide vertically along the vertical shaft which means that there is no vertical reaction at point A, 19. Determine the reaction at the roller support at B. (N) 20. Determine the horizontal reaction at the support at A. (N) 21. Determine the moment at the support at A. (N)

If the collar at A is fixed to the member and can slide vertically along the vertical shaft which means that there is no vertical reaction at point A, 19. Determine the reaction at the roller support at B. (N) 20. Determine the horizontal reaction at the support at A. (N) 21. Determine the moment at the support at A. (N)

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

Note: Replace all zero digits of your ID
number by number "2"
Problem #7:
850 + A (N)
1.5 m
1.5 m
Use
X = Last 3 digits of ID number
A
1 m
Y = Last 2 digits of ID number
J45°
450 + Y (N-m)
A = 4th digit of ID number
B = 5th digit of ID number
C = 6th digit of ID number
%3D
e.g.,
ID # = 12-3456-789
X = 789
If the collar at A is fixed to the member and can slide vertically along the
vertical shaft which means that there is no vertical reaction at point A,
Y = 89
19. Determine the reaction at the roller support at B. (N)
A = 4
20. Determine the horizontal reaction at the support at A. (N)
B = 5
21. Determine the moment at the support at A. (N)
C = 6

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