Determine if a $10-ft.$ long $614$ beam is adequate to support a dead load $w_D=0\mathrm{.}3ki\frac{p}{f}t.$ and a live load $w_L=0\mathrm{.}4ki\frac{p}{f}t.$ The member is un$-$incised$-$No $1$Hem$-$Fir with MC $>19\%$ and a normal temperature range. The member is part of a floor$-$system and is repeated every $26-$in$.$ It is also fully braced by the floor sheathing and sits on a $4-$in wide beam $($nominal$)$ on each side. Take $C_F=0\mathrm{.}987$