900 lb · ft 500 lb/ft 900 lb · ft A C B -3 ft 6 ft 6 ft -3 ft-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![2. Determine the internal shear force and moment acting at point C in the beam.
Note: A is a pinned connection and B is effectively a roller.
900 lb · ft
500 lb/ft
900 lb · ft
A
C
B
- 3 ft
6 ft-
6 ft-
-3 ft-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fde36129f-10d5-47c2-b231-a948fa643da5%2F7d2ff710-be89-4ead-b83a-30bf1ea921dd%2Fmrxri6g_processed.png&w=3840&q=75)
Transcribed Image Text:2. Determine the internal shear force and moment acting at point C in the beam.
Note: A is a pinned connection and B is effectively a roller.
900 lb · ft
500 lb/ft
900 lb · ft
A
C
B
- 3 ft
6 ft-
6 ft-
-3 ft-
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