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Design a square-tied reinforced concrete column to support the design loads shown below. Assume that the column must be designed with the reinforcement placed around the edges and take=0.8. Takefc=4,000psiandfy=60,000psi. Useg=0.02to size the section and then calculateKnandRn. Assume you have to use#11bars for the longitudinal reinforcement, rounding up to increments of four bars (e.g. 4, 8, 12, etc.). (35 pts.)Pu=800kips\[ \mathrm{M}_{\mathrm{u}}=125 \mathrm{ft}-\mathrm{kips} \]

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