Determine if the column can support the eccentric compressive load of (1.5 mathrm{kip}). Assume that the bottom
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Determine if the column can support the eccentric compressive load of \(1.5 \mathrm{kip}\). Assume that the bottom is fixed and the top is pinned. Use the NFPA equations in Sec. 13.6 and Eq. 13-30.
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