1. Determine the horizontal reaction of the hinge support at A. (N) 2. Determine the vertical reaction of the hinge support at A. (N) 3. Determine the vertical reaction of the roller support at E. (N) 4. Determine the force in member AB. (N) 5. Determine the force in member AC. (N) 6. Determine the force in member AF. (N) 7. Determine the force in member BC. (N) 8. Determine the force in member FC. (N) 9. Determine the force in member FD. (N) 10. Determine the force in member FE. (N) 11. Determine the force in member CD. (N) 12. Determine the force in member DE. (N)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Values:

X= 646

Y= 46

A= 8

B= 7

C= 8

1. Determine the horizontal reaction of the hinge support at A. (N)
2. Determine the vertical reaction of the hinge support at A. (N)
3. Determine the vertical reaction of the roller support at E. (N)
4. Determine the force in member AB. (N)
5. Determine the force in member AC. (N)
6. Determine the force in member AF. (N)
7. Determine the force in member BC. (N)
8. Determine the force in member FC. (N)
9. Determine the force in member FD. (N)
10. Determine the force in member FE. (N)
11. Determine the force in member CD. (N)
12. Determine the force in member DE. (N)
Transcribed Image Text:1. Determine the horizontal reaction of the hinge support at A. (N) 2. Determine the vertical reaction of the hinge support at A. (N) 3. Determine the vertical reaction of the roller support at E. (N) 4. Determine the force in member AB. (N) 5. Determine the force in member AC. (N) 6. Determine the force in member AF. (N) 7. Determine the force in member BC. (N) 8. Determine the force in member FC. (N) 9. Determine the force in member FD. (N) 10. Determine the force in member FE. (N) 11. Determine the force in member CD. (N) 12. Determine the force in member DE. (N)
Problem #1:
X (N)
Y (N)
X (N)
B'
X (N)
900
900
D
00
A (m)
900
A
000
000
F
E
2 m
2 m
556
600
000
000O
Transcribed Image Text:Problem #1: X (N) Y (N) X (N) B' X (N) 900 900 D 00 A (m) 900 A 000 000 F E 2 m 2 m 556 600 000 000O
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