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(Solved): 8. Design column for axial load only. Include the design of ties and a sketch of the cross-section ...



8. Design column for axial load only. Include the design of ties and a sketch of the cross-section selected, including bar ar

8. Design column for axial load only. Include the design of ties and a sketch of the cross-section selected, including bar arrangements. The column is assumed to be short Square tied column: PD= \( \mathbf{3 0 0} \mathrm{k}, \mathrm{PL}=\mathbf{5 0 0} \mathrm{k} \), \( f^{\prime}=4000 p s i \), and \( f y=60,000 p s i \). Initially assume \( \rho g=3 \% \).


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Axially loaded Column. Pp = 3ook, PL = 500k, fc = 4000psi, fy= 60,000psi- Sg = 3%. Pu= 1.2 Ppt 1. GPL Pu= 1,2 (300) +1.6 (500) Pu= 1160 k& Pn = 4 [0.8
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