You are required to perform a comparative RC short column design study according to ACI 318-19...

You are required to perform a comparative RC short column design study according to ACI 318-19 using the following information: service dead load = 800 kips, service live load = 600 kips, concrete strength = 5 ksi, steel reinforcement yield strength= 60 ksi.

1. Design a rectangular tied column the can support the given loads safely and adequately. The column width is 25 inches. Sketch reinforcement in cross-section.

2. Design a circular tied column the can support the given load safely and adequately. Sketch reinforcement in cross-section.

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Ally Wells answered 5 months ago

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