Скачать или смотреть Evaluation of second-order analysis in Staad.Pro

Figure D-4 in AISC Design Guide 28, consider the evaluation of the fixed-base cantilever column using the direct analysis method.
Δ2nd = 2.22 in (2.194 in by Staad.Pro)
Mu = 1394 kip.in (1384.68 kip.in by Staad.Pro)
Demand-Capacity ratio = 1 (0.991 by Staad.Pro)

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