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

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