For the following beams, draw the simplified free-body diagram and below it the shear and bending moment diagrams. Show all necessary solutions. Let the analysis be from left to right. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, degree of all curves, and the maximum shear and maximum bending moment of the beam. Use the method of sections. Beam ABCD has a hanger connected at B and is supported by a roller at A and a pin at C. L1 = 206 N/m L2 = 30 N/m L3=214 N/m L4 = 89 N/m M = 89 Nm 100 N L1 TAV or your own property to do este in any was fil were you can M B Thu a noty property to do not ure nany at fa L2 L4 D
For the following beams, draw the simplified free-body diagram and below it the shear and bending moment diagrams. Show all necessary solutions. Let the analysis be from left to right. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, degree of all curves, and the maximum shear and maximum bending moment of the beam. Use the method of sections. Beam ABCD has a hanger connected at B and is supported by a roller at A and a pin at C. L1 = 206 N/m L2 = 30 N/m L3=214 N/m L4 = 89 N/m M = 89 Nm 100 N L1 TAV or your own property to do este in any was fil were you can M B Thu a noty property to do not ure nany at fa L2 L4 D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![For the following beams, draw the simplified free-body diagram and below it the shear and bending
moment diagrams. Show all necessary solutions. Let the analysis be from left to
the points of zero shear (if any), their distance from point A, and the bending Determine
at these
points. Indicate the value of all the points, degree of all curves, and the maximum shear and
maximum bending moment of the beam.
Use the method of sections. Beam ABCD has a hanger connected at B and is supported by a
roller at A and a pin at C.
L1 = 206 N/m
L230 N/m
L3=214 N/m
L4 = 89 N/m
M = 89 N·m
100 N
L1
This is your own property to
do estar in any was fil
were u CIE
M
Thu a not y
do not ure n
were your o
3 m
Provide a summary of the
Simplified Equation
kshear equation>
kbending momeprodu
B
to repre
property to
wny at fa
3 m
1.5 m
equations in the following format.
Exploratory Distance
<min value>
x= <max value>
BA2
Any reprodu
L2
ers have he
L4
D
Ihant you anpery so
domy was
were jour Gun
2.5 m
Shear (N)
L3
Bending Moment (N-m)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F109b9343-feb1-494f-86d2-b67fad83c765%2F08d3e084-78d3-48d5-b1c4-d0a819e3ae05%2F3jpefl8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For the following beams, draw the simplified free-body diagram and below it the shear and bending
moment diagrams. Show all necessary solutions. Let the analysis be from left to
the points of zero shear (if any), their distance from point A, and the bending Determine
at these
points. Indicate the value of all the points, degree of all curves, and the maximum shear and
maximum bending moment of the beam.
Use the method of sections. Beam ABCD has a hanger connected at B and is supported by a
roller at A and a pin at C.
L1 = 206 N/m
L230 N/m
L3=214 N/m
L4 = 89 N/m
M = 89 N·m
100 N
L1
This is your own property to
do estar in any was fil
were u CIE
M
Thu a not y
do not ure n
were your o
3 m
Provide a summary of the
Simplified Equation
kshear equation>
kbending momeprodu
B
to repre
property to
wny at fa
3 m
1.5 m
equations in the following format.
Exploratory Distance
<min value>
x= <max value>
BA2
Any reprodu
L2
ers have he
L4
D
Ihant you anpery so
domy was
were jour Gun
2.5 m
Shear (N)
L3
Bending Moment (N-m)
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