We provide hints and tips to help you get started with the basic program RFEM.
[IT] CP 001165 | Tensile Structure for International Circus Festival of Italy
Video
First Steps with RFEM
Description
The circus festival in Latina has been delighting its audience for twenty years and gathers the best artists in the world. Since the first edition, the International Circus Festival of Italy conceived by Giulio Montico and still today firmly guided by his family has been able to raise the level of the circus in the world. The circus tent built in Latina made it possible to appreciate the quality of the numerous artists performing there.
Keywords
Dlubal customer project Tensile Structure Membrane structures Customer project Project with Dlubal Software Dlubal Practical Example
Write Comment...
Write Comment...
Contact us
Do you have any questions about our products or need advice on selecting the products needed for your projects?
Contact us via our free e-mail, chat, or forum support or find various suggested solutions and useful tips on our FAQ page.
![[DE] CP 001185 | Champagne Bar - Goodwood Racecourse, United Kingdom](/-/media/Images/netgenium/thumbnails/2/9/6/4/9/2964977/2964977.png?la=en-US&mw=348&mlid=1B276AD81B064D74B359A0DA1E3DB392&hash=D4845FA88B4D37CDD72D465FDA9466B31C3F084C)
![[FR] CP 001170 | Playground with Tension Membrane Structure in Châteauneuf-de-Galaure, France](http://img.youtube.com/vi/jOjLYa4r3_4/mqdefault.jpg)
New
Connection of Tables and Dialog Boxes
By double‑clicking the element numbers (first column) of the table, the according dialog box appears.
New
Increased Calculation Performance by Reducing the Nodal Degrees of Freedom
The number of degrees of freedom in a node is no longer a global calculation parameter in RFEM (6 degrees of freedom for each mesh node in 3D models, 7 degrees of freedom for the warping torsion analysis). Thus, each node is generally considered with a different number of degrees of freedom, which leads to a variable number of equations in the calculation.
This modification speeds up the calculation, especially for models where a significant reduction of the system could be achieved (e.g. trusses and membrane structures).
- How can I perform the stability analysis for an edgewise supported flat steel, for example 100/5, in RF-/STEEL EC3? Although the cross-section is rotated by 90 ° in RFEM/RSTAB, it is displayed lying flat in RF-/STEEL EC3.
- How can I change the colors of the selection and preselection?
- How can I create a curved or curved section?
- How are the signs to be interpreted for the release results of the line release and line hinges?
- Can I have generated member loads from surface loads act eccentrically on the member section by means of a plane?
- How are hot -dip galvanized components considered for fire protection in the Steel EC 3 add -on module?
- After calculating the add -on module RF-/DYNAM Pro - Equivalent Loads, the size of my file has increased significantly. The performance has deteriorated enormously. What could be the reason for this?
- Why are my imperfections displayed differently and can I adjust the display?
- What happens to the programs and add -on modules if the network license times out? And how can I increase the timeout?
- Why is it not possible to select a load case in the RF-/STEEL add-on module for design, although it is defined in RFEM/RSTAB?
