Determine the development length required, using ACl$318-19,$ in the column for the bars

shown in the sketch below. If the available development length is not sufficient to develop the

tensile strength of the steel $($fy$),$ design an anchorage using a $90$ degree hooked and check its

adequacy per ACl$318-19.$ f$\text{'}$c $=4000$ and $fy=60,000.$ The clear space between the No$.$

$10$ bars is $3$ inches with a side cover of $2\mathrm{.}5$ inches. The full yield strength of the bars need to be

developed at the inside face of the column