$.$ Calculate the dead load, wD $($kip$/$ft$),$ applied to beam B$2$ based on tributary load analysis for the given loads and floor span direction. In addition to the weight of concrete, include an additional $25$ psf dead load $($total of fixed partitions, HVAC, and drop ceiling$).$ Neglect the beam self$-$weight and the weight of the corrugated steel sheet metal. $2.$ Draw an FBD of beam B$2$ showing the calculated dead load, wD$,$ and support reactions. $3.$ Report the maximum bending moment $($kip$-$ft$)$ in beam B$2$ due to dead load. Answer: Mmax $=48\mathrm{.}7$ kip$-$ft $4.$ What is the minimum uniform live load, Lo $($psf$),$ for this occupancy? $5.$ Calculate the live load, wL $($kip$/$ft$),$ applied to beam B$2$ based on tributary load analysis for the occupancy and floor span directio