We provide hints and tips to help you get started with the basic program RFEM.
[DE] CP 001185 | Champagne Bar - Goodwood Racecourse, United Kingdom
Video
First Steps with RFEM
Description
The company LEICHT was awarded the design phase for the Champagne Bar’s new roof located at the Goodwood Racecourse. The planning steps included the form-finding process, the membrane and the supporting steel structure approval and design, as well as the membrane and the cable cutting patterns.
Keywords
Dlubal customer project Membrane structure Cable structure Roof structure PVC membrane Searching shape Pattern planning Water pocket formation Pylon Customer project Project with Dlubal Software Dlubal Practical Example
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New
Not all structural elements of a real building are included in a structural model. As an example, we can look at a pipe that runs along a steel girder frame.
SHAPE-THIN determines the effective cross-sections according to EN 1993-1-3 and EN 1993-1-5 for cold-formed sections. You can optionally check the geometric conditions for the applicability of the standard specified in EN 1993‑1‑3, Section 5.2.
The effects of local plate buckling are considered according to the method of reduced widths and the possible buckling of stiffeners (instability) is considered for stiffened sections according to EN 1993-1-3, Section 5.5.
As an option, you can perform an iterative calculation to optimize the effective cross-section.
You can display the effective cross-sections graphically.
Read more about designing cold-formed sections with SHAPE-THIN and RF-/STEEL Cold-Formed Sections in this technical article: Design of a Thin-Walled, Cold-Formed C-Section According to EN 1993-1-3.
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Can I export my cutting pattern?
- I am trying to manually check the deformations from the CRANEWAY add-on module. However, I obtain great deviations. How to explain the differences?
- What should be considered when using a failure of columns under tension in the RF‑/DYNAM Pro – Equivalent Loads add-on module?
- Why is there no stability analysis displayed in the results despite the activation of the stability analysis in RF‑/STEEL EC3?
- How can I model and design a crane runway girder with Dlubal Software?
- How do I model a suspended membrane roof structure with line supports?
- Is it possible to set user-defined values when viewing solid stress results?
- How do I model a tent roof with two cone tips?
- 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 are the signs for the release results of a line release and line hinges interpreted?
