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(A) 3m 4m 4m 3m B G F 2m D 2m 2m 4m 3m E 3m 4m Mbr U δ υδ m m AB BC CD DE EF FA AD BE CF

(A) 3m 4m 4m 3m B G F 2m D 2m 2m 4m 3m E 3m 4m Mbr U δ υδ m m AB BC CD DE EF FA AD BE CF

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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Solve for the vertical deflection at C if member DE is 0.020m too short and member EF is 0.100m too long. Follow the order of members as tabulated below.

(A) 3m 4m 4m 3m B G F 2m D 2m 2m 4m 3m E 3m 4m
Transcribed Image Text:(A) 3m 4m 4m 3m B G F 2m D 2m 2m 4m 3m E 3m 4m
Mbr U δ υδ m m AB BC CD DE EF FA AD BE CF
Transcribed Image Text:Mbr U δ υδ m m AB BC CD DE EF FA AD BE CF
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