Please Design Columns using given information

Occupancy: Residential

Project area: $3$rd floor between Grids $5$ to $10$ and D$\mathrm{.}1$ to F$\mathrm{.}1$

fy $=60,000$ psi$$

f$$c $=4,000$ psi$$

Slab Thickness $($h$)=8$

$=0\mathrm{.}90$

#$4$ Rebar $($Slab Design$)$

Effective Depth Distance for Slab Design $($d$)=7$

Clear Cover Spacing: Concrete is not exposed to weather or in contact with the ground

Specified Cover for slabs with #$11$ rebar and smaller $=34$

Specified Cover for Beams, girders, and Columns $=112$

Simply supported

L$.$L$.=40$ psf

Roof L$.$L$.=20$ psf

s $=11$ & l $=31-4$