Determine the force in members BC, CF, and FE and state if the members are in tension or compression.
+\uparrow \Sigma F_{y}=0 ; F_{C F} \sin 45^{\circ}-600-800=0
\begin{array}{cl} & F_{C F}=1980 \mathrm{lb}(\mathrm{T}) \\ ⤹ +\Sigma M_{C}=0 ; & F_{F E}(4)-800(4)=0 \\ & F_{F E}=800 \mathrm{lb}(\mathrm{T}) \\ ⤹ +\Sigma M_{F}=0 ; & F_{B C}(4)-600(4)-800(8)=0 \\ & F_{B C}=2200 \mathrm{lb}(\mathrm{C}) \quad \text { } \end{array}