Find the force acting in all members of the truss shown.
$F_{AB} = 5.56$ kN tension
$F_{AE} = 75.56$ kN tension
$F_{BC} = 4.45$ kN tension
$F_{BE} = 3.34$ kN compression
$F_{CD} = 88.87$ kN compression
$F_{CE} = 5.57$ kN tension
$F_{CF} = 50$ kN tension
$F_{DF} = 71.11$ kN tension
$F_{FE} = 71.11$ kN tension002-mj
