USE $4$ DECIMAL POINT IN SOLVING AND $2$ DECIMAL POINT FOR FINAL ANSWER The framing system shown is an office floor with $2\mathrm{.}40$k$($N$)/($m$^(2))$ live load. The concrete slab is $150$mm thick. Use a unit weight of $24$k$($N$)/($m$^(2))$ for reinforced concrete for slabs, girders and intermediate beams. The girder which is supported by columns has a cross$-$sectional area of $200$mm by $350$mm$.$ Meanwhile, the intermedlate beam which is supported by girders has a cross$-$section of $250$mm by $400$mm$.$ Determine the loadings in k$($N$)/($m$)$ at beam BC and the reactions at B and C$.$ Draw the loadings below. Determine the loadings in k$($N$)/($m$)$ at beam AF and the reactions at A and F$.$ Draw the loadings below.