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

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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Site Plan Requirements

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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

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