Design a reinforced concrete steel rectangular tie column withACI standards, total LL = 14.0625 kips, total DL = 18.95625kips,cross-section 12in by 12 in, Hight of column 12ft. Show all thesteps and which table used. Assume the information which is notgiven with justifications. Show drawing as well. If the high is notsuitable you can change it.
