Webinar 3: BIM Integration and RFEM
Free Online Webinar
- Revit/Tekla integration with RFEM utilizing the direct link
- Round-tripping of updated model between programs
- Useful tips for a more optimized integration
- Other BIM options available
- Up to 2:05: Introduction
- Up to 7:55: Overview about possible Workflows
- Up to 39:34: Live Demo of the Revit-RFEM Interface
- Up to 59:37: Live Demo of the Tekla-RFEM Interface
- Up to 1:05:47: Short Overview about the other Interfaces
- Up to 1:08:16: Conclusion
Amy Heilig, PE
CEO - USA Office
Sales & Technical Support Engineer
Amy Heilig is the CEO of the USA office located in Philadelphia, PA. In addition, she provides sales and technical support and continues to aid in the development of Dlubal Software programs for the North American market.
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The construction industry is increasingly digitized. Structural engineers, a smaller group in the construction industry, are not always considered as engineers who immediately join the latest trends. Often for good reason.
The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
When trying to import a model from AutoCAD into RFEM, I am getting the error message "3DSOLID or REGION entity detected. Those entities are written in binary format, so import is not possible."
What does this mean?
- When I import a STP file into RFEM a lot of unused nodes appear. How can I avoid that?
- I have installed RFEM and Revit, but the buttons for the direct export/import in Revit are missing. What can I do?
- Why are my cross-sections defined in RFEM not imported to REVIT?
- Is it possible to export Revit without a license from RSTAB or RFEM?
- Why do I get high differences when designing a longitudinally stiffened buckling panel compared to the German and Austrian National Annexes?
- How can I create a curved or curved section?
- How can I perform the stability analysis for an edgewise supported flat steel, for example 100/5, in RF-/STEEL EC3? Although the cross-section is rotated by 90 ° in RFEM/RSTAB, it is displayed lying flat in RF-/STEEL EC3.
- How are the signs to be interpreted for the release results of the line release and line hinges?
- How is the rotational stiffness of a buckling stiffener determined in FE-BUCKLING?
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements