Using the methods of consistent deformations, solve the given truss shown and in redundant, use Dy.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Using the methods of consistent deformations, solve the given truss shown and in redundant, use Dy.

30K
E
10K
20 FT.
A.
D
30K
EA=CONSTANT
E=29000 KSI
A=6in.^2
3 PANELS @ 15FT. = 45 FT.
Transcribed Image Text:30K E 10K 20 FT. A. D 30K EA=CONSTANT E=29000 KSI A=6in.^2 3 PANELS @ 15FT. = 45 FT.
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