FAQ 002570 EN
Keywords
Stability Stability analysis General method Eigenvalue solver Mode shape Mode shape graphic Critical factor
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Manual Cross-Section Classification for Steel and Aluminum Design According to Eurocode
In the default setting, the cross-section class for each member and load case is determined automatically in the design modules. In the cross-sections' input window, however, the user can also specify the cross-section class manually (for example, if local buckling is excluded by the design).
- Are effective length factors determined automatically from a model in the add-on modules for aluminum and steel design, or do I have to make adjustments?
- I need to define different types of lateral intermediate restrains for a single element in RF-/STEEL EC3. Is this possible?
- The calculation of a result combination in STEEL EC3 or ALUMINUM takes a very long time. What might be the cause, and how can I improve the performance?
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