A scissors roof truss is shown. Take the load applied at $B$ and $D$ to be $2\mathrm{.}200$ kN $.$

Determine the force in each of the members located to the left of FG for the scIssors roof truss shown. State whether each membe in tension $(T)$ or compression $(C).$

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

The force in member $AB(F_{AB})$ is $$ kN $[1.$

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

The force in member $CE(F_{CE})$ is $$ kN $1.$

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

The force in member $BE(F_{BE})$ is $$ kN $[1.($Round the final answer to three decimal places.$)$

The force in member $EG(F_{EG})$ is $$ kN $|$

The force in member $DE(F_{DE})$ is $$ kN $.($Round the final answer to three decimal places.$)$

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

The force in member $DG(F_{DG})$ is $$ kN $($Round the final answer to three decimal places.$)$