Analyze the one-storey frame shown by moment distribution method, and answer the following: 17A. moment at the fixed support of the beam 17B. vertical component of the reaction at the hinge 17C. deflection at the free end, and
Analyze the one-storey frame shown by moment distribution method, and answer the following: 17A. moment at the fixed support of the beam 17B. vertical component of the reaction at the hinge 17C. deflection at the free end, and
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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I need the carrect answer as soon as possible please
![Analyze the one-storey frame shown by moment
distribution method, and answer the following:
17A. moment at the fixed support of the beam
17B. vertical component of the reaction at the hinge
17C. deflection at the free end, and
17D. deflection at midpoint of the beam with the
uniform load
3KN
6KN
2KN/m
1.0m
1.0m
2.0m
4.0m
3.0m
5.0m
kindly anwer 17A, 17B, 17C AND 17D.
USING MOMENT DISTRIBUTION METHOD.
thank you.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb7f5a067-26a1-4f20-8ce9-6b10155d58da%2F71ac0bf3-b674-4afb-a222-3391278168ef%2Fzzhdrjl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Analyze the one-storey frame shown by moment
distribution method, and answer the following:
17A. moment at the fixed support of the beam
17B. vertical component of the reaction at the hinge
17C. deflection at the free end, and
17D. deflection at midpoint of the beam with the
uniform load
3KN
6KN
2KN/m
1.0m
1.0m
2.0m
4.0m
3.0m
5.0m
kindly anwer 17A, 17B, 17C AND 17D.
USING MOMENT DISTRIBUTION METHOD.
thank you.
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