Question: 9 - 8 . Design a short, square tied column for service loads of 2 0 5 kips dead load and 1 6 5 kips

9-8. Design a short, square tied column for service loads of 205 kips dead load and 165 kips live load. Use Pgof about 0.04, f'=3000 psi, and fy =60,000 psi. Assume that eccentricity is small.

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