Question: 1 0 - 6 . Design for load transfer from a 1 4 - in . - square tied column to a 1 3 -

10-6. Design for load transfer from a 14-in.-square tied column to a 13-ft-0-in.-square reinforced concrete footing. Use Pu =650 kip, footing fc =3000 psi, column fc =5000 psi, and fy =60,000 psi (all steel). The column is reinforced with eight No.8 bars.

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