Flexibility matrix of the beam shown below is 1 [F]= 3EI 2 사 A If the support B settles by one unit then the magnitude of sum of reactions at Band C will be times EI units. Take downward displacement as negative.
Flexibility matrix of the beam shown below is 1 [F]= 3EI 2 사 A If the support B settles by one unit then the magnitude of sum of reactions at Band C will be times EI units. Take downward displacement as negative.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Flexibility matrix of the beam shown below is
1 2
1
[F] =
3EI 2 8
사
If the support B settles by one unit then the magnitude of sum of reactions at B and Cwill be
times EI units. Take downward displacement as negative.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3cba01bc-cc81-483d-bb4a-4e9daa288a74%2F0db411fa-1d46-4773-8206-b2f062539834%2F926d79r_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Flexibility matrix of the beam shown below is
1 2
1
[F] =
3EI 2 8
사
If the support B settles by one unit then the magnitude of sum of reactions at B and Cwill be
times EI units. Take downward displacement as negative.
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