Draw $6$ FBDs only, you do not have to solve for anything.

$1.$Draw an FBD of the beam segment for B$-$to$-$C$.$ Include Bx$,$ By$,$ Cy$,$ and W$.$

$2.$ Draw an FBD of the cut beam segment C$-$to$-$F$,$ while considering that there is a positive face at F$.$ Include Nf$,$ Vf$,$ and Mf$.$

$3.$ Draw an FBD of the cut beam segment E$-$to$-$B$,$ while considering that there is a negative face at E$.$ Include Ne$,$ Ve$,$ Me$,$ and W$.$

$4.$ Draw an FBD of the cut beam segment A$-$to$-$E$,$ while considering that there is a positive face at E$.$ Place normal force, shear force, and bending moment as equal but opposite. Include Ax$,$ Ay$,$ Ma$,$ and W$.$

$5.$ Draw an FBD of the cut beam segment F$-$to$-$D$,$ while considering that there is a negative face at F$.$ Place normal force, shear force, and bending moment as equal but opposite. Include Dx$,$ Dy$,$ and Md$.$

$6.$Draw a free$-$body diagram of the entire three$-$part beam from A to D$.$ Include resultant forces Fx$,$ Fy$,$ and Mr$.$

Use the following data if needed: Bx$=0,$ By$=240,$Cy$=240,$Nf$=0,$Vf$=-240,$Mf$=-1920,$Ne$=0,$Ve$=368,$Me$=-1237\mathrm{.}33,$Ax$=0,$Ay$=440,$Ma$=3733\mathrm{.}33,$Dx$=0,$Dy$=240,$Md$=-2880,$Fx$=0,$Fy$=0,$Mr$=0$