Please solve for No$.$ b and g from Table $11\mathrm{.}4$

$11\mathrm{.}8($Design of rectangular column sections$)$ For each assigned problem in Table $11\mathrm{.}4,$ design a rectangular column section to support the factored load and moment shown. Determine $A_s,A_s^{\text{'}},$ and $h$ if not given; then choose adequate bars considering that $A_s=A_s^{\text{'}}.$ The final total steel ratio, ${}_g,$ should be close to the given values where applicable. Check the load capacity, $P_n,$ of the final section using statics and equilibrium equations. One solution for each problem is given in Table $11\mathrm{.}4.$

Table $11\mathrm{.}4$ Problem $11\mathrm{.}8$