The frame illustrated below has a uniformly distributed loading of w $=7\mathrm{.}8$ kN$/$m acting over half of the span of AB$,$ and a point load of P $=18\mathrm{.}4$ kN acting mid$-$way between nodes B and C$.$ What is the resultant moment, to $3$ significant figures, on node B $($clockwise positive$)$ due to these loadings, given L$1=6\mathrm{.}9$ m and L$2=3$ m $.$ The table of FEMs may be used as required.