We provide hints and tips to help you get started with the RFEM program.
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 form-finding, approval and implementation planning for the membranes and the entire steel structure, as well as planning of cutting patterns for the membranes and cables.
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
Write Comment...
Write Comment...
Contact
Do you have any questions about our products or which are best suited for your design projects? Contact us via phone, email, chat or forum or search the FAQ page, available 24/7.
- The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. What is the reason?
- I received an error message “Surface of incompatible type... (Surface in upper plane of building story must be of ‘Load transfer’ type)” when running the calculation. What is the reason?
- My beam has a continuous lateral support and therefore lateral torsional buckling (LTB) is not a concern. How do I define the effective length?
- How can I efficiently define line hinges on several surfaces?
- How do I include the overstrength factor(s), Ωo in the ASCE 7 load combinations?
- How do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
- How do I include the redundancy factor(s) ρ in the ASCE 7 load combinations?
- How do I create a user-defined fabric?
- My live load is less than or equal to 100 psf. How do I consider the reduced load factor in the ASCE 7 load combinations?
- I do not see the seismic load cases in my generated ASCE 7 load combinations (COs). How do I add them?
