Draw the shear and moment diagrams for the compound beam shown in Fig. 4-15a. Assume the supports at A and C are rollers and B and E are pin connections. 5k 3k/ft 2k/fl 60k ft ID -10 ft -6 ft4n6 It- -6 ft
Draw the shear and moment diagrams for the compound beam shown in Fig. 4-15a. Assume the supports at A and C are rollers and B and E are pin connections. 5k 3k/ft 2k/fl 60k ft ID -10 ft -6 ft4n6 It- -6 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![HiW
Draw the shear and moment diagrams for the compound beam shown
in Fig. 4-15a. Assume the supports at A and Care rollers and B and E
are pin connections.
2k/ft
5k
3 k/ft
60 k ft
|D
- 10 ft-
-6 ft4 ft-6 It 6t](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F16ed0bb6-4ed6-4871-9d6c-32f0b79c0f71%2F0b950fcc-fc4c-4b46-8398-b07189968e20%2Fyl9v1vo_processed.jpeg&w=3840&q=75)
Transcribed Image Text:HiW
Draw the shear and moment diagrams for the compound beam shown
in Fig. 4-15a. Assume the supports at A and Care rollers and B and E
are pin connections.
2k/ft
5k
3 k/ft
60 k ft
|D
- 10 ft-
-6 ft4 ft-6 It 6t
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