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Structural
- Aug 25, 2013
- 1,513
Is Staad capable of the type of elastic analysis required for design according to AISC 360-16 Appendix 1, where compression member buckling is detected in the analysis? I tried the benchmark problem shown in Figure C-A-1.1 and Table C-A-1.1 of the commentary and didn't get a good match. I used PDELTA analysis with small-delta included and enough iterations to converge. These settings gave a good match to the benchmark problems for Chapter C.
If Staad is capable, what are the required settings?
If Staad is capable, what are the required settings?