P$3\mathrm{.}14$ Assume W $=20$ ft and D $=28$ ft and that the slab behavior can be classified as a one$$way slab. If the dead load for the roof is found to be $22$ psf$,$ compute and sketch the load diagrams for B$1,$ B$2,$ G$1,$ and G$2$ located in the roof. Section $3\mathrm{.}4-3\mathrm{.}7$

For Problems $3\mathrm{.}9$ through $3\mathrm{.}27$ compute the values requested using the basic floor$/$roof framing plan shown in the figure part $($a$).$ The building consists of five levels as shown in the figure part $($b$).$ If live load

reductions are considered, use the appropriate provisions given in ASCE $7-22.$