For a square tied column designed to support an axial dead load $130k$ and an axial load $180k.$ If $2\%$ longitudinal steel is desired, $f_c^{\text{'}}=4$ksi and $f_y=60$ksi, solve question $9).$

$7-$ Calculate the ultimate load $(P_u)$ carried by the column? $(k)$

$\backslash$table$[[$A$,$B$,$C$,$D$,$E$,$F$,$G$,$H$,],[444,500,3\mathrm{.}53,144,225,3\mathrm{.}47,3\mathrm{.}31,196,]]$

$8-$ What is the value of the column chosen concrete area $(A_g)?(i{n}^2)$

$\backslash$table$[[$A$,$B$,$C$,$D$,$E$,$F$,$G$,$H$],[444,500,3\mathrm{.}53,144,225,3\mathrm{.}47,3\mathrm{.}31,196]]$

$9-$ What is the value of the column chosen steel area $(A_{st})?($in $($:${?}^2\}$

$\backslash$table$[[$A$,$B$,$C$,$D$,$E$,$F$,$G$,$H$],[444,500,3\mathrm{.}53,144,225,3\mathrm{.}47,3\mathrm{.}31,196]]$

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Mid R$.$C$.3$

Exam $2^{nd}$ Semest