Check if the column is adequate for supporting the eccentric force of (P=800 mathrm{lb}) applied at its
Question:
Check if the column is adequate for supporting the eccentric force of \(P=800 \mathrm{lb}\) applied at its top. It is fixed at its base and free at its top. Use the NFPA equations of Sec. 13.6 and Eq. \(13-30\).
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