4000 kgf/m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Determine the equations of twist and deflection for the following beam. If any constant is zero should indicate it. Use the reference frame as requested: Section ABC, froml eft to right(→) with origin in A, Section CDE from right to left(<--) with origin in E.
![A
ΕΙ
2.0 m
B
EI
2.0 m
4000 kgf/m
C
H
2EI
2.0 m
D
Ball joint
2EI
-2.0m-
E](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1584066c-a175-4ec3-8893-4ee013171d53%2Ff65b5cc7-3494-4bb2-929a-4fb0cca6f679%2Fkgcc50j_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A
ΕΙ
2.0 m
B
EI
2.0 m
4000 kgf/m
C
H
2EI
2.0 m
D
Ball joint
2EI
-2.0m-
E
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