The simply supported beam is subjected to the force F = 700 N and the uniform distributed load w intensity w = 150 N/m. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(r) and M(x). Take a = 0 at point A. 19 F W a Values for dimensions on the figure are given in the following table. Note the figure may not be to so Variable Value a 5.2 m 2.6 m 3.12 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:
The simply supported beam is subjected to the force F = 700 N and the uniform distributed load w intensity w = 150 N/m. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(r) and M(x). Take a = 0 at point A. 19 F W a Values for dimensions on the figure are given in the following table. Note the figure may not be to so Variable Value a 5.2 m 2.6 m 3.12 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:
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Transcribed Image Text:The simply supported beam is subjected to the force F = 700 N and the uniform distributed load with
intensity w = 150 N/m. Draw the shear force and bending moment diagrams (in your homework
documentation) and determine the equations for V(r) and M(x). Take a = 0 at point A.
19
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
5.2 m
2.6 m
3.12 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.
A
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