Determine the forces in members $Cl,EH,EF,FG,Al,AB,BI,BC,CD,$ and $DI$ of the truss in the figure below. Given: $P=40kN.$

The force in member $Cl(FC{l}_{Cl})$ is $|$kN$.($Click to select$)$ hat$(vv)$

The force in member $EH(F_{EH})$ is $|$KN$.(1$Click to select$)$ hat$(ox)$

The force in member $EF(F_{EF})$ is kN$.($Click to select$)$

The force in member $FG(F_{FG})$ is kN$.($Click to select$)$

The force in member $Al(F_{Al})$ is kN$.($

The force in member $AB(F_{AB})$ is $|$kN$.(4$Click to select$)$ hat$(ox)$

The force in member $\frac{B}{F_B}$ is kN$.($

The force in member $BC(F_{BC})$ is $kN.$

The force in member $CD(F_{CD})$ is $kN.$ Is your solution statically consistent?