Design a square column for the loads described below. Select dimensions, longitudinal

reinforcement, and transverse reinforcement. Make sure that ACI requirements

are satisfied. Neglect slenderness effects.

$f_c^{\text{'}}=5000$

$f_y=60$ksi

Use either No$.6,8,$ or $9$ longitudinal bars $($but don't mix bar sizes$)$ and a reinforcement ratio no

greater than $2\mathrm{.}5\%$

Unfactored Loads $($or Service Loads$)$ acting at the base of the column:

$P_D=+95k$;$,M_D=+60ft-k$

$P_L=+70k$;$,M_L=+50ft-k$

$P_w=\frac{+}{-}72k$;$,M_w=\frac{+}{-}200ft-k$

Notes:

Use any relevant load combination from Ch$.5$ of ACI $318-19.$

Assume the live loads are already reduced.

Assume $P_w$ and $M_w($wind loads$)$ are either both positive or both negative $($you must

consider both possibilities$).$ Assume positive axial loads cause compression.

You have two options for checking the strength of your section $($pick one$)$:

Use the spreadsheet

Submit relevant printouts from program output.