Reinforced Concrete Building with Attached Steel Structure
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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.
SHAPE-THIN Table "6.2 Classification of the Cross-Section According to EN 1993-1" and Stress Diagram
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 large differences for the design of a longitudinally stiffened buckling panel in comparison with the German and Austrian National Annex?
- How can I perform the stability analysis in RF‑/STEEL EC3 for a flat bar supported on edges, such as 100/5? Although the cross-section is rotated by 90° in RFEM/RSTAB, it is displayed as lying flat in RF‑/STEEL EC3.
- How are the signs for the release results of a line release and line hinges interpreted?
- How can I create a curved or arched section?
- How are hot-dip galvanized components considered for fire resistance in the RF‑/STEEL EC3 add-on module?