Use $6"$ LENGTH MEMBERS

$\backslash$table$[[$NODE$,$X$-$LOC,Y$-$LOC$],[1,,],[2,,],[3,,]]$

USE TRUE MAGNITUDE AND DIRECTION OF THE APPLIED LOADS AT THE NODES

$\backslash$table$[[$NODE$,$X$-$PT LOAD $($Ib$),$Y$-$PT LOAD $($ lb