$10-6.$ A W$1033$ is to be used as a simply supported beam on a span of $10ft$ with a single concentrated load located at $1\mathrm{.}5ft$ from the left support. Check for moment and shear to determine the maximum $P_n$ and $P_f$ permitted on the beam, using $50$ksi stecl and the LRFD and the ASD methode Assume P is $25\%$ dead load and $75\%$ live load. Neglect the beam self$-$weight. Full lateral support of the compression flange exists.