Calculate the horizontal deflection at joint D of the given indeterminaye truss below.   Given: A=1,200 mm^2             E=200 GPa

Structural Analysis
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Chapter2: Loads On Structures
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Calculate the horizontal deflection at joint D of the given indeterminaye truss below.

 

Given: A=1,200 mm^2

            E=200 GPa

Calculate the horizontal deflection at joint D of the given indeterninate truss below.
Given: A-1,200 mm?
E-200 GPa
80 kN
60 kN D
5 m
EA = constant
5 m
A
B
5 m
5 m-
Transcribed Image Text:Calculate the horizontal deflection at joint D of the given indeterninate truss below. Given: A-1,200 mm? E-200 GPa 80 kN 60 kN D 5 m EA = constant 5 m A B 5 m 5 m-
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