EAS $211-$

Problem $2$

Given the truss below, solve for the internal member forces via the method of joints. Note the loads are shown in red and the reactions are shown in blue and you should consider if there are any simplifications before you start your analysis. Note for each joint you should draw the corresponding FBD and for each member force indicate if it is in compression $($C$)$ or tension $($T$).($Note $1$kip$=1000lb)$