Question: Problem Five - Design a short tied square column to carry concentric axial load P u = 1 2 0 0 kips with no moment.

Problem Five- Design a short tied square column to carry concentric axial load Pu=1200 kips with no moment. Use 2 to 3 percent steel reinforcement. fc'=6000 psi... fy=60ksi.
Design the ties using #4 and draw a sketch showing the reinforcing steel arrangement. Show that the arrangement satisfies ACI requirements for reinforcement placement.
Problem Five - Design a short tied square column

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