Steel and Reinforced Concrete Buildings
Model to Download
Description
RFEM model of a steel structure with reinforced concrete extension.
Model Used in
Keywords
Building model Steel structure hall
Links
- Structural Engineering Software for Buildings
- Structural Engineering Software for Reinforced Concrete Structures
- Structural Analysis and Design Software for Steel Structures
- Planning with BIM | What is BIM?
- Planning with BIM | Integration with Autodesk Revit
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Disclaimer
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.
Critical Load Factor of Tapered Steel Frame 3: FE Model and RF-STABILITY
This post verifies the determined mode shapes or critical load factors of the previous beam structures using an FE model in RFEM (surface elements) and RF‑STABILITY.
Bar Reinforcement Export to Revit
The reinforcement proposal from RF-/CONCRETE Members can be exported to Revit. The rectangular and circular cross-sections are currently supported.
The reinforcement bars can be modified retroactively in Revit.
- When inserting blocks, the sets of members defined previously are not transferred. How can I insert the sets of members as well?
- How can I add a line grid to visibility?
- Is it possible to open an RSTAB file in RFEM and vice versa?
- Is it possible to save an RFEM file as an RSTAB file?
- How can I model and design general bolted connections with the surface and solid elements in RFEM?
- How do I create a frame joint with taper in JOINTS Steel - Rigid?
- How can I enter a head plate at a frame joint for the stability analysis of a frame beam in STEEL EC3?
- I have calculated a frame according to the second-order analysis. The testing engineer says that the frame is not stable because the torsional buckling check has failed.What do I have to be aware of in the case of the second-order analysis? Do I have to calculate the system as 3D, even if it is a 2D frame?What modules do I need for a lateral-torsional buckling analysis when calculating according to the second-order analysis?
- How do I set a release for warping?
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