Find the force in member CF and EF using the method of sections. (Note: there is no need to solve for the reactions at A and G, just use the left side of the truss after you cut it) RAX RGx 4 m RGY A G 2 m F B 55 N 4 m E 2m D 77 N Draw a non-concurrent FBD of a section of the truss after cutting it Apply appropriate Equations of Equilibrium to FBD Find unknown forces Present the solution with appropriately rounded solutions with units and direction