Determine the vertical deflection at the free 50 KN/m end and the slope at the left support of the elastic curve for the beam loaded as shown. E = 200 GPa and I = 30,000 cm4. Use 1. Virtual Work Method Castigliano's Theorem 20 KN A 2. 4 m 1m
Determine the vertical deflection at the free 50 KN/m end and the slope at the left support of the elastic curve for the beam loaded as shown. E = 200 GPa and I = 30,000 cm4. Use 1. Virtual Work Method Castigliano's Theorem 20 KN A 2. 4 m 1m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Determine the vertical deflection at the free
50 KN/m
end and the slope at the left support of the
elastic curve for the beam loaded as shown.
E = 200 GPa and I = 30,000 cm4. Use
1. Virtual Work Method
Castigliano's Theorem
20 KN
A
2.
4 m
1m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3178b77b-f02f-409f-83be-376b928778df%2F264d92df-aef7-4984-b877-b0ac34e1a970%2F5appk3n_processed.png&w=3840&q=75)
Transcribed Image Text:Determine the vertical deflection at the free
50 KN/m
end and the slope at the left support of the
elastic curve for the beam loaded as shown.
E = 200 GPa and I = 30,000 cm4. Use
1. Virtual Work Method
Castigliano's Theorem
20 KN
A
2.
4 m
1m
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