Steel Hall with Cold-Formed Z-Sections as Purlins
Model to Download
Description
Here you can download the model of a steel hall with cold-formed Z-sections as purlins and open it with the RSTAB - Structural Frame & Truss Analysis Software.
This model has been used in the free webinar 'Design of Cold-Formed Steel Sections According to Eurocode 3' on April 23, 2020.
Submodel
- Model 000350 | Steel Hall with Cold-Formed Z-Sections as Purlins and Design acc. EC 3 with British National Annex
- Model 000359 | Model for webinar Design of cold formed steel sections according to Eurocode 3
- Model 000360 | Cross-section model for webinar Design of cold-formed steel sections according to Eurocode 3
Model Used in
Keywords
Z-section Cold-formed Steel ModelGroup0003
Links
- Structural Analysis and Design Software for Steel Structures
- Product Description | RF-/STEEL EC3 Add-on Module for RFEM/RSTAB
- Product Description | Module Extension RF-/STEEL Cold-Formed Sections
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New
Evaluating and Documenting Steel Joints Analysis Results in RFEM 6
With the RFEM 6 add-on Steel Joints, you can analyze steel connections by using an FE model. This article demonstrates how to evaluate and document the steel joints analysis results.

New
- 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
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How do I set a release for warping?
- How can I define a warping spring or a warping restraint?
- At which point on a cross-section are the supports and loads assumed for the calculation with warping torsion?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- How can I deactivate the 7th degree of freedom for certain members or cross-sections only?
- How can I define a warping spring or a warping restraint?