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Benchmark problems from the AISC 2010 2017 Specification for Structural Buildings (commentary, page 16.1-276291) have been reproduced in ETABS. The intention of AISC benchmark problems is to indicate whether or not an analysis software is capable of performing rigorous second order analyses which include P-Δ and P-δ effect.
ETABS captures both sources of nonlinear geometry with great accuracy, well within the 3% and 5% limitation of AISC. This capability is validated in the benchmark-problem results, shown below, in which a column is divided into two segments and subjected to compression and a uniform lateral load. This is required to improve accuracy of P-δ effect in pinned condition cases and for axial loads close to buckling.
Figure 1 - P-δ response
Figure 2 - P-Δ response
See Also
Attachments
- Case 1 ETABS model (zipped EBD file)
- Case 2 ETABS model (zipped EBD file)
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