The simply supported beam is subjected to the force F = 680 N and the uniform distributed load with intensity w = 170 N/m. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(x) and M(x). Take x = 0 at point A. F a Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 3.40 m 1.87 m 1.87 m Support Reactions The reaction at A is N. The reaction at D is N. Shear Force and Bending Moment Equations In section AB: V(x)= N and M(x)= N-m. In section BC: V(x)= N and M(x)= N-m. In section CD: V(x)= N and M(x)= N-m.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The simply supported beam is subjected to the force F
intensity w =
documentation) and determine the equations for V(x) and M(x). Take x
680 N and the uniform distributed load with
170 N/m. Draw the shear force and bending moment diagrams (in your homework
O at point A.
F
B
Vc
D
a
Values for dimensions on the figure are given in the following table. Note the figure may not be to scale.
Variable
Value
а
3.40 m
1.87 m
C
1.87 m
Support Reactions
The reaction at A is
N.
The reaction at D is
N.
Shear Force and Bending Moment Equations
In section AB:
V(x)=
N and M(x)=
N-m.
In section BC:
V(x)=
N and M(x)=
N-m.
In section CD:
V(x)=
N and M(x)=
N-m.
Transcribed Image Text:The simply supported beam is subjected to the force F intensity w = documentation) and determine the equations for V(x) and M(x). Take x 680 N and the uniform distributed load with 170 N/m. Draw the shear force and bending moment diagrams (in your homework O at point A. F B Vc D a Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value а 3.40 m 1.87 m C 1.87 m Support Reactions The reaction at A is N. The reaction at D is N. Shear Force and Bending Moment Equations In section AB: V(x)= N and M(x)= N-m. In section BC: V(x)= N and M(x)= N-m. In section CD: V(x)= N and M(x)= N-m.
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