Find the force in members AE$,$ AF$,$BF$,$and FG of the truss and if the members are in tension or compression. Please show drawings and calculations for each part using method of sections, not method of joints. The correct answers are FAE $=57\mathrm{.}62$ kips $($T$)$

FAr $=44\mathrm{.}99$ kips $($T$)$

FBp $=0$

FFG $=39\mathrm{.}06$ kips $($C$)$