Use the virtual work method to determine the horizontal deflection at joint C (Ac-x) of the frame shown in Fig. 2 20 KN (A is hinged and D is roller) B 3 kN/m -10 m- C DA 10 m El= constant E = 200 GPa 1=400(106) mm*
Use the virtual work method to determine the horizontal deflection at joint C (Ac-x) of the frame shown in Fig. 2 20 KN (A is hinged and D is roller) B 3 kN/m -10 m- C DA 10 m El= constant E = 200 GPa 1=400(106) mm*
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 19P
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