The simply supported beam is subjected to the force F-550 N and the uniform distributed load with intensity w = 120 N/m. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(z) and M(z). Take z = 0 at point A. ру F a b с W Support Reactions The reaction at A is The reaction at D is a B N. N. Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 5.80 m 3.48 m 3.19 m Shear Force and Bending Moment Equations In section AB: V(x)= N and M(x)= In section BC: V(x)= In section CD: V(x)= b N and M(x)= N and M(x)= 2013 Michael Swanbom 030 BY NC SA D N-m. N-m. 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-550 N and the uniform distributed load with
intensity w = 120 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 z = 0 at point A.
ру
F
Vc
A
wwwm
k
a
b
с
5.80 m
3.48 m
3.19 m
Support Reactions
The reaction at A is
The reaction at Dis
W
a
V(x)=
In section BC:
V(x)=
In section CD:
V(x)=
Values for dimensions on the figure are given in the following table. Note the figure may not be to scale.
Variable Value
B
N.
N.
Shear Force and Bending Moment Equations
In section AB:
N and M(x)=
N and M(x)=
b
N and M(x)=
2013 Michael Swanbom
030
BY NO SA
N-m.
N-m.
x
N-m.
Transcribed Image Text:The simply supported beam is subjected to the force F-550 N and the uniform distributed load with intensity w = 120 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 z = 0 at point A. ру F Vc A wwwm k a b с 5.80 m 3.48 m 3.19 m Support Reactions The reaction at A is The reaction at Dis W a V(x)= In section BC: V(x)= In section CD: V(x)= Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value B N. N. Shear Force and Bending Moment Equations In section AB: N and M(x)= N and M(x)= b N and M(x)= 2013 Michael Swanbom 030 BY NO SA N-m. N-m. x N-m.
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bottom enclose bold T bold o bold space bold d bold e bold t bold e bold r bold m bold i bold n bold e bold colon end enclose
S u p p o r t space r e a c t i o n s
E q u a t i o n space f o r space V left parenthesis x right parenthesis space a n d space M left parenthesis x right parenthesis space f o r space s e c t i o n space A B comma space B C space a n d space C D
P l o t space S F D space a n d space B M D

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