Design a reinforced concrete steel rectangular tie column with ACI standards, total LL = 14.0625 kips,...

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Civil Engineering

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.

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Solution the values given in the question areas followsdead loadDL140625 kipslive loadLL1895625 kipscrosssection of column12 in12inlength of columnL12 ftlet we use the grade of concrete isC28 and S420characteristic strength ofconcretefIc4000 psiyield strength of steelfy60000psislenderness ratiokLuleatlateral dimensionwhere k10Lu12 ft 1212    See Answer
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