A Mansard roof truss is loaded as shown. Determine the force in members DF, DG, and EG. 12N 12IN LAN LIAN LIN 3m C E G Answer: Answers: For = 5.45 kN C: FDG 1.000 kN T: FEG = 4.65 kN T. (5) Determine the force in members BD and CD of the truss shown. 36 kips 36 kips D F-1800 NT 4m 4 m-4m-4m+ -4 panels at 10 ft-40 ft- Answers: Fan= 36.0 kips C. Fcp 45.0 kips C. E, 600 NT E, = 0 (6) Determine the components of the forces acting on each member of the frame shown. 1160 2.25m B 7.5 C = +3600 N B +1200 N (7) Determine the force in member BD and the components of the reaction at C. B 0 A = 0 10 in -14 in -8 in.--8 in- Answer: Fan = 780 lb 7: C, = 720 lb, C,= 140.0 lb. - 2400 N D