A square tied column is required to be designed to carry a dead load of 500 kips and a live load of 400 kips. Both loads act at zero eccentricity. Set Ast equal to 3% of gross column area. Use f’c =...

Q. No. 3: A square tied column is required to be designed to carry a dead load of 500 kips and a live load of 400 kips. Both loads act at zero eccentricity. Set Ast equal to 3% of gross column area. Usef 3000 psi, and J-60 ksi. Check all ACI code limitations for the designed column and draw a neat diagram of the column showing all dimensions and reinforcement.