E 5k• 12 ft F 4 k 12 ft A B 15 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Solve using the cantilever method of analysis. All the columns
have the same cross-sectional area.
1. Determine the axial forces at all members.
2. If the forces applied at joints E and F are changed and all properties of the frame members are unchanged, is it possible to make the axial force at column FA zero? If yes, give possible scenarios and explain (not including a scenario where both forces at E and F equal zero).
Transcribed Image Text:E
5k•
12 ft
F
4 k
12 ft
A
B
15 ft
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