100 kN 50 kN 3 m -2 m- -4 m- EA = constant E = 70 GPa A = 1,000 mm2 %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Use the virtual work method to determine the horizontal and vertical components of the deflection at joint B of the truss shown in Figs
![100 kN
50 kN
3 m
-2 m-
-4 m-
EA = constant
E = 70 GPa
A = 1,000 mm2
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F831adadc-16b5-4d72-8e50-44473aed5a82%2F8369c387-b26d-49f6-8139-108b63042f61%2F4qo21y_processed.png&w=3840&q=75)
Transcribed Image Text:100 kN
50 kN
3 m
-2 m-
-4 m-
EA = constant
E = 70 GPa
A = 1,000 mm2
%3D
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