Design for load transfer from a square tied column

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

Reference no: EM131169041

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