Determine the horizontal deflection at E (DEX) by used Castigliano's Theorem Ex 500kg/m B 2EI སླ 8,000kg 5,000kg/m ון ΕΙ C 4.0 m. 2.0 m. 2EI 2.0 m. 3.0 m.
Determine the horizontal deflection at E (DEX) by used Castigliano's Theorem Ex 500kg/m B 2EI སླ 8,000kg 5,000kg/m ון ΕΙ C 4.0 m. 2.0 m. 2EI 2.0 m. 3.0 m.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Determine the horizontal deflection at E (DEX)
by used Castigliano's Theorem
500kg/m
B
2EI
5,000kg/m
ΕΙ
ΕΙ
E
4.0 m.
0
2.0 m.
2EI
8,000kg
2.0 m.
3.0 m.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F26efc6d5-0a0b-49da-8321-9ae8bb4a47db%2F77d4cdd1-c809-4fde-b665-c95747dd343b%2F7ks8lic_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Determine the horizontal deflection at E (DEX)
by used Castigliano's Theorem
500kg/m
B
2EI
5,000kg/m
ΕΙ
ΕΙ
E
4.0 m.
0
2.0 m.
2EI
8,000kg
2.0 m.
3.0 m.
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