Cantilever
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FAQ 005071 | Result Diagram Result Combination Min/Max
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Result diagram Result combination Max/min
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This structural analysis model available for download may be used for learning or testing purposes. There is no guarantee or liability for the accuracy or completeness of the model.
In RFEM 5 and RSTAB 8, you can assign nonlinearities to member hinges. In addition to the nonlinearities "Fixed if" and "Partial activity", you can select "Diagram". If you select the "Diagram" option, you have to specify the appropriate settings for the activity of the member hinge. For the individual definition points, it is necessary to specify the abscissa and ordinate values (deformations or rotations and the according internal forces) that define the hinge.
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- The design of the connection components is performed according to Eurocode EN 1993-1-8
- After activating the Add-on, the design situations for Steel Connections must be activated in the "Load cases and Combinations" dialog box
- For the design of the connection stability (Buckling), it is necessary to have the Add-on Structure Stability activated
- The calculation can be started via the table or via the icon in the top bar
- After importing an .stp file, my model is unstable. What can be the reason?
- Are the models and presentations from Info Day 2017 freely available, and can you send them to me?
- Is it also possible to use nonlinear material behavior in a time history analysis?
- How can I model a support of a member on a bracket with screws?
- How can I incrementally increase loading?
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