P= 6 kips w = 1.2 kips/it 21 B -12'- 8'-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Determine the vertical deflection of point C in the figure shown below. Use virtual work method.
All bars:
- I = 1200 in^4
- E = 29,000 kips/in^2
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