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6. [Ac, 0c] Use the method of virtual work. (EI is constant) 7. [Ac, 0c] Use the method of Castigliano's theorem. (EI is constant) A 6 ft 6 k 6 ft 12 k-ft

6. [Ac, 0c] Use the method of virtual work. (EI is constant) 7. [Ac, 0c] Use the method of Castigliano's theorem. (EI is constant) A 6 ft 6 k 6 ft 12 k-ft

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use the method of virtual work.
(Way
1. Reaction force
2. Sectional moment for real M(x)
3. Sectional moment for virtual load
4. Sectional moment for virtual load  Reaction force )


Use the method of Castigliano's theorem.
(Way
1. Reaction force
2. Sectional moment for real M(x)
3. virtual load
4.  virtual load  Reaction force )

6. [Ac, 0c] Use the method of virtual work. (EI is constant) 7. [Ac, 0c] Use the method of Castigliano's theorem. (EI is constant) A 6 ft 6 k B 6 ft 12 k-ft
Transcribed Image Text:6. [Ac, 0c] Use the method of virtual work. (EI is constant) 7. [Ac, 0c] Use the method of Castigliano's theorem. (EI is constant) A 6 ft 6 k B 6 ft 12 k-ft
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