Q2. The given beam AF is supported by a fixed support at point A, roller supports at points C and F. Also, there exists internal hinges at points B and E. Use the given positive sign convention to draw a. Shear (V) diagram, b. Moment (M) diagram for only member AF (i.e. horizontal member). No partial credit is devoted to incorrect diagrams. 60kN G 2m 10KN/m H. 20kN/m | 20kN Im 100KN.m 2m B 3m 2m D Im 2m Im E 6m
Q2. The given beam AF is supported by a fixed support at point A, roller supports at points C and F. Also, there exists internal hinges at points B and E. Use the given positive sign convention to draw a. Shear (V) diagram, b. Moment (M) diagram for only member AF (i.e. horizontal member). No partial credit is devoted to incorrect diagrams. 60kN G 2m 10KN/m H. 20kN/m | 20kN Im 100KN.m 2m B 3m 2m D Im 2m Im E 6m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Please take g=9.81
![Q2. The given beam AF is supported by a fixed support at point A, roller supports at points C and F. Also, there
exists internal hinges at points B and E. Use the given positive sign convention to draw
a. Shear (V) diagram,
b. Moment (M) diagram for only member AF (i.e. horizontal member). No partial credit is devoted to
incorrect diagrams.
| 60kN
G
2m
10KN/m
H
20kN/m
| 20KN
Im
100kN.m
2m
B
3m
C.
2m D Im
2m
Im
E
6m
M
60KN
2m
10KN/m
20KN/m
| 20kN
100kN.m
Im
F
3m
CA2M D Im
2m
Im
E
6m
A
2m
V
M](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F656a7e9e-3eb1-445d-913e-beeee81c0434%2F70fd3075-d110-4d1a-a3bf-14002f837939%2Fgsrrqh9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q2. The given beam AF is supported by a fixed support at point A, roller supports at points C and F. Also, there
exists internal hinges at points B and E. Use the given positive sign convention to draw
a. Shear (V) diagram,
b. Moment (M) diagram for only member AF (i.e. horizontal member). No partial credit is devoted to
incorrect diagrams.
| 60kN
G
2m
10KN/m
H
20kN/m
| 20KN
Im
100kN.m
2m
B
3m
C.
2m D Im
2m
Im
E
6m
M
60KN
2m
10KN/m
20KN/m
| 20kN
100kN.m
Im
F
3m
CA2M D Im
2m
Im
E
6m
A
2m
V
M
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