A rectangular, tension$-$reinforced beam is to be designed for dead load of $7274\mathrm{.}34$ N$/$m plus self weight and service live load of $17458\mathrm{.}42$ N$/$m with a $\mathrm{.}7056$ m simple span. Material strengths will be fy$=413\mathrm{.}69$ MPA, fc$=20\mathrm{.}68$ MPA for steel and concrete, respectively The total beam depth must not exceed $0\mathrm{.}4064$ m$.$ Calculate the required beam width and tensile steel requirement ratio of $0\mathrm{.}60$pmax. Use ACI load factors and strength reduction factors. The effective depth may be assumed to be $0\mathrm{.}0635$ m less than the total depth.