- Q2 (Problem P7.50) Use the virtual work method to determine the horizontal deflection at jo E of the shown frame. 15 kN/m то 3 m G 21 D 21 E 21 F 21 Hinge 65 I I KN 3 m A 3 m- -5 m FIG. P7.49, P7.50 E = 200 GPa B 5 m 2 m I = 350 (106) mm4

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