For the simply supported beam shown, draw influence lines for moment at C (12-ft from support A), and reaction at B. Clearly identify critical points on the influence lines with ordinates. The beam supports a uniform dead load of 100 lb/ft, a live load of 400 lb/ft, and a single live concentrated load of 10-kips. What is the maximum positive and negative moments at C? A is a pin and B is a roller. A 12 12? 24 12
For the simply supported beam shown, draw influence lines for moment at C (12-ft from support A), and reaction at B. Clearly identify critical points on the influence lines with ordinates. The beam supports a uniform dead load of 100 lb/ft, a live load of 400 lb/ft, and a single live concentrated load of 10-kips. What is the maximum positive and negative moments at C? A is a pin and B is a roller. A 12 12? 24 12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![For the simply supported beam shown, draw influence lines for moment at C (12-ft from support A), and
reaction at B. Clearly identify critical points on the influence lines with ordinates.
The beam supports a uniform dead load of 100 lb/ft, a live load of 400 lb/ft, and a single live concentrated
load of 10-kips. What is the maximum positive and negative moments at C? A is a pin and B is a roller.
A
オ
12
12-7
12
24
C.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F330ed3a3-f99b-4d8a-b363-50acb4ad2b33%2F9d9cc0ec-5989-4d0b-bfc8-01d9f4f4a9be%2F4nb9n8_processed.png&w=3840&q=75)
Transcribed Image Text:For the simply supported beam shown, draw influence lines for moment at C (12-ft from support A), and
reaction at B. Clearly identify critical points on the influence lines with ordinates.
The beam supports a uniform dead load of 100 lb/ft, a live load of 400 lb/ft, and a single live concentrated
load of 10-kips. What is the maximum positive and negative moments at C? A is a pin and B is a roller.
A
オ
12
12-7
12
24
C.
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
Step 1
when the unit load at A and B then bending moment at C equal to 0 .and if the unit load at C then bending moment at c is ab/l.
from the muller
to draw the ILD for bending moment at any section c assume an imaginary hinge at C and lifted it by ab/l so that the sum of angle of the adjacent support is equal to 1 then corresponding deflected shape of the bending moment it self the ILD for bending moment at C.
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