2 k/ft Problem 7.46 Use the virtual work method to determine the horizontal deflection B at joint C of the frame shown. 10 ft 15 ft 30 ft El = constant E = 29,000 ksi 1 = 1.500 in.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 33P
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2 k/ft
Problem 7.46
Use the virtual work method to
determine the horizontal deflection
at joint C of the frame shown.
B
10 ft
15 ft
30 ft
El = constant
E = 29,000 ksi 1= 1.500 in.
FIG. P7.46, P7.69
Transcribed Image Text:2 k/ft Problem 7.46 Use the virtual work method to determine the horizontal deflection at joint C of the frame shown. B 10 ft 15 ft 30 ft El = constant E = 29,000 ksi 1= 1.500 in. FIG. P7.46, P7.69
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ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,