As shown is a ${25}^{\text{'}\text{'}}$ thick square footing of ${10}^{\text{'}}-4^{\text{'}\text{'}}{10}^{\text{'}}-4^{\text{'}\text{'}}$ supporting an edge concrete column of ${24}^{\text{'}\text{'}}{24}^{\text{'}\text{'}}$ with $P_z($required factored axal load$)=550$kip at the top of footing. The column and are concentric. Normalweight concrete with $f_c^{\text{'}}($concrete strength$)=3$ksi typically and $f_y($rebar strength$)=60$ksi typically. ${}_c($soil unit weight$)=110$ pef, $p{a}_2($allowable gross soil pressure$)=4000psf,$ and $D_f($depth between finished grade and footing base$)=3^{\text{'}}-6^{\text{'}\text{'}}.$ Rebars to use in the footing: #$7$ bars. LWT $($low water table$)$ and no shear reinforcement to be used in the footing. Solve the entire problem in accordance with the $2019$ACI.

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$($a$)$ Determine $V_E($factored shear $($in kip to $3^{rd}$ decimal pt$)$ and $V_e($design shear strength$)($in kip to $3^{nd}$ decimal pt$.)$ under one$-$way shear action

$($b$)$ Determine $V_u($factored shear$)($in kip to $3^{nd}$decimal pt$.)$ and $V_a($design shear strength$)($in kip to $3^{nt}$ decimal pt$.)$ under two$-$way shear action

$($c$)$ Which shear action is more critical, one$-$way or two$-$way shear?

$($d$)$ Determine $M_s($factored moment$)($in kip$-$ft to $3^{dd}$ decimal pt$.),A_s($in in $i{n}^2$ to $2^{nd}$ decimal pt$.),$ and number of #$7$ rebars for the footing