This model is used in the free webinar "Stress Analysis of Surfaces and Members in RFEM 6 and RSTAB 9" on July 14, 2020 (in English; on July 12, 2020 in German).
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Number of Nodes | 29 |
Number of Lines | 29 |
Number of Members | 4 |
Number of Surfaces | 8 |
Number of Solids | 0 |
Number of Load Cases | 1 |
Number of Load Combinations | 1 |
Number of Result Combinations | 0 |
Total Weight | 0.008 tons |
Dimensions (Metric) | 0.201 x 0.120 x 0.401 m |
Dimensions (Imperial) | 0.66 x 0.39 x 1.32 feet |
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
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The gRPC based Dlubal API provides access to almost all modeling and calculation features, allowing users to create, modify, and analyze models programmatically. The possibility to extract results is not implemented yet, but will be added in a future update.
The API is based on Python and is the technological successor of the previous web service with Python. While most of the modeling features are already available, the full implementation is in progress.
Find more information on the API webpage.
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In addition to the program login using your Dlubal account, you can optionally log in with your Microsoft account.
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In RFEM and RSTAB, you can use parametric RSECTION cross-sections. If the corresponding parameters have been defined in RSECTION, you can easily modify them in RFEM/RSTAB.
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By using the "Result Line" member type, you can integrate the results for selected objects into a member internal force without having to specify a cross-section.
Is it always necessary to consider tension member nonlinearities in response spectrum analysis?
How can I merge a set of members or multiple members into a single member?
Is it possible to use both the convenient automatic generation and to subsequently customize the structure?
How can treating a connection as fully rigid result in an uneconomical design?
Why is it suggested to model a cantilever using surface elements instead of a member element when studying buckling?
What are the best use cases for each surface stiffness modification method in RFEM 6?