2. (50 points) Determine if the beam shown in the figure is adequate as governed by the ACICode (318-11). The loads shown are service loads. The uniformly distributed load is DL = 0..72+o.Fkip/ft., LL+0.83 +0.E= kip/ft the dead load excludes the beam weight the point is a live load f.c 4000psi fy=60000 psi