CS$1\mathrm{.}1$ If the Kansas City Building Code specifed that a floor structure must support a live load of $4\mathrm{.}79$kPa$(100pst),$ and if the walkway length $L=9\mathrm{.}1m=30\mathrm{.}0ft$ and width $b=2m=6\mathrm{.}56ft,$ what contribution is made to the hanger rod load P$?$