A rectangular beam that must carry a service live load of $3$ kips $ft$ and a calculated dead load of $2$ kips ft on an $17$ ft simple span is limited in cross section for architectural reasons to $12$ in $.$ width and $22$ in $.$ total depth. Consider the $d^{\text{'}}=2\mathrm{.}5in.$ and cover about $4$ in $.$

$(50\%)$ For the beam information above, if $fy=60,000$ and $f{c}^{\text{'}}=4000,$ what steel area$($s$)$ must be provided? Show the section details.

$(50\%)$ For the same beam, if $fy=40,000$ psi and $f{c}^{\text{'}}=3000$ psi, what steel area$($s$)$ must be provided? Judge about it$.$