7.34 Use the virtual work method to determine the rotation of joint D of the frame shown. 150 kN 50 kN/m C 1 D 21 E = 150 GPa 200kN-> 21 1= 4000(105)mm¹ B 2 m 2 m 2 m t 4 m

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 30P
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7.34 Use the virtual work method to determine the rotation
of joint D of the frame shown.
150 kN
50 kN/m
C
D
21
E = 150 GPa
1 = 4000(105)mm¹
2 m
2 m
200kN-
B
2m
21
4 m
Transcribed Image Text:7.34 Use the virtual work method to determine the rotation of joint D of the frame shown. 150 kN 50 kN/m C D 21 E = 150 GPa 1 = 4000(105)mm¹ 2 m 2 m 200kN- B 2m 21 4 m
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9781337630931
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KASSIMALI, Aslam.
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