7.47 and 7.48 Determine the smallest moment of inertia I required for the members of the frame shown, so that the horizontal deflection at joint C does not exceed 1 inch. Use the virtual work method. 7k B A -20 ft- EI = constant E = 29,000 ksi D 20 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 47P
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7.47 and 7.48 Determine the smallest moment of inertia I
required for the members of the frame shown, so that the
horizontal deflection at joint C does not exceed 1 inch. Use
the virtual work method.
7k
B
A
-20 ft-
EI = constant
E = 29,000 ksi
D
20 ft
Transcribed Image Text:7.47 and 7.48 Determine the smallest moment of inertia I required for the members of the frame shown, so that the horizontal deflection at joint C does not exceed 1 inch. Use the virtual work method. 7k B A -20 ft- EI = constant E = 29,000 ksi D 20 ft
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