Determine the maximum vertical reaction at support B. (lb) Determine the maximum negative moment at point B. (lb-ft) Determine the maximum positive moment at a point exactly between A and B. (lb-ft)
Determine the maximum vertical reaction at support B. (lb) Determine the maximum negative moment at point B. (lb-ft) Determine the maximum positive moment at a point exactly between A and B. (lb-ft)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
X = 212
Y = 94
A = 2
![Determine the maximum vertical reaction at support B. (lb)
Determine the maximum negative moment at point B. (lb-ft)
Determine the maximum positive moment at a point exactly between A and B. (lb-ft)
Determine the maximum positive shear at a point exactly between A and B. (lb)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3899f52c-ff2f-4fbc-9dca-73df32705d6c%2Ff091d71b-8680-4c89-8638-f31658a370f9%2Fzvrbl2d_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Determine the maximum vertical reaction at support B. (lb)
Determine the maximum negative moment at point B. (lb-ft)
Determine the maximum positive moment at a point exactly between A and B. (lb-ft)
Determine the maximum positive shear at a point exactly between A and B. (lb)
![Situation #3
A uniform live load of Y lb/ft and a single live concentrated force
of X lb are to be placed on the beam. The beam has a weight of
170 lb/ft. Assume the support at A is a pin and B is a roller.
"15+A" ft
B
10 ft-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3899f52c-ff2f-4fbc-9dca-73df32705d6c%2Ff091d71b-8680-4c89-8638-f31658a370f9%2Fyj6oktc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Situation #3
A uniform live load of Y lb/ft and a single live concentrated force
of X lb are to be placed on the beam. The beam has a weight of
170 lb/ft. Assume the support at A is a pin and B is a roller.
"15+A" ft
B
10 ft-
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How about numbers 21,22,23,24,and 28?
![Situation #3
A uniform live load of Y lb/ft and a single live concentrated force
of X lb are to be placed on the beam. The beam has a weight of
170 lb/ft. Assume the support at A is a pin and B is a roller.
"15+A" ft
B
10 ft-
21. Determine the maximum ordinate for the influence diagram for the maximum vertical reaction at support B.
22. Determine the maximum ordinate for the influence diagram for the maximum negative moment at point B.
23. Determine the maximum ordinate for the influence diagram for the maximum positive moment at a point
exactly between A and B.
24. Determine the maximum ordinate for the influence diagram for the maximum positive shear at a point
exactly between A and B.
25. Determine the maximum vertical reaction at support B. (lb)
26. Determine the maximum negative moment at point B. (lb-ft)
27. Determine the maximum positive moment at a point exactly between A and B. (lb-ft)
28. Determine the maximum positive shear at a point exactly between A and B. (lb)](https://content.bartleby.com/qna-images/question/3899f52c-ff2f-4fbc-9dca-73df32705d6c/c647d7cf-6018-42e5-8de5-37c6437c4e92/p1v95i_thumbnail.jpeg)
Transcribed Image Text:Situation #3
A uniform live load of Y lb/ft and a single live concentrated force
of X lb are to be placed on the beam. The beam has a weight of
170 lb/ft. Assume the support at A is a pin and B is a roller.
"15+A" ft
B
10 ft-
21. Determine the maximum ordinate for the influence diagram for the maximum vertical reaction at support B.
22. Determine the maximum ordinate for the influence diagram for the maximum negative moment at point B.
23. Determine the maximum ordinate for the influence diagram for the maximum positive moment at a point
exactly between A and B.
24. Determine the maximum ordinate for the influence diagram for the maximum positive shear at a point
exactly between A and B.
25. Determine the maximum vertical reaction at support B. (lb)
26. Determine the maximum negative moment at point B. (lb-ft)
27. Determine the maximum positive moment at a point exactly between A and B. (lb-ft)
28. Determine the maximum positive shear at a point exactly between A and B. (lb)
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