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
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
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 30P
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