A 30 k B 60° 40 k -2 panels at 8 ft 16 ft- EA = constant 6 ft

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
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Author:Segui, William T.
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Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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 Determine the reactions and the force in each member using the Method of Consistent
Deformations (the force method). (Structural Analysis) ( 

A
30 k
B
60°
40 k
-2 panels at 8 ft 16 ft-
EA = constant
6 ft
Transcribed Image Text:A 30 k B 60° 40 k -2 panels at 8 ft 16 ft- EA = constant 6 ft
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