asymmetric gambrel 02

The gambrel truss shown is dimensioned and loaded as indicated below.

Dimensions and Loads:

a	b	c	d	$F_1$	$F_2$
130 cm	182 cm	52 cm	218 cm	4 kN	5.9 kN

The line of action of force $F_2$ is co-linear with member DG. Member BI is perpendicular to both AI and CI; member DG is perpendicular to both CG and EG. Find the forces carried in the members indicated in the table below.

Reactions:
(Denote rightward or upward forces applied to the truss as positive; leftward or downward forces applied to the truss as negative.)

$R_{A_{horizontal}}$
$R_{A_{vertical}}$
$R_{E_{vertical}}$

Members:
(Denote tension forces with positive values; compressive forces with negative values.)

Member	Force
$BC$
$CI$
$HI$
$CH$
$CD$
$CG$
$GH$

be sure to include units with your answers