600 lb Determine the forces in A all members of the truss 300 lb 300 lb as well as the forces 6 ft exerted by supports at D В E joints C and D. 8 ft -8 ft Answers: Cx = 0 Cy = 600 lb D = 600 lb = 671 lb, T = FAE FAB = 600 lb, C = Fde FBC = 1000 lb, C = FAD FAC 200 lb, T FCD %3D

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