Is it possible to use the general method according to EN 1993‑1‑1, 6.3.4 to design structural components with an asymmetric cross-section in the Steel Design add-on for RFEM 6 or RSTAB 9?
When performing high-quality transient simulations with a high number of mesh cells, I get this error: "Calculation failed! RWindSolverTransient failed, E315." After that, RWIND stops without results. What can I do?
In the table of the objects to be designed in the Concrete Design add-on, punching nodes are listed in the not valid/deactivated column, although I have defined them as punching nodes. How can I fix this?
What does the design information mean: Geometry error left side: End plate of the girder: Lambda2 >1.4 Column flange: Lambda2 >1.4 I cannot find an explanation in the manual or online.
Is there any possibility to influence the distribution of loads? We would like to influence the stiffnesses of the walls, but we did not find an option for this.
It is not possible to enter a nonlinear stress-strain curve. The diagram is initially displayed correctly, but then an error message appears saying that the positive values have to be entered only in ascending order. How can I avoid this message?
After starting the calculation, RF‑/FRAME‑JOINT Pro jumps to Window "1.4.1 Beam Right - Part 1" and the following message appears: "Value is out of range. Existing value: 6.00 - Min value: 7.50". There seems to be no connection to this window. Where is the error?
During the installation, I get the message "File security for File XY could not be set. Error 0. Check to see if you have sufficient rights to change the security rights for this file." What does it mean?
My model includes members and surfaces/solids made of timber. I have already created the 2D/3D orthotropic material model. Now, I receive an error message saying that the material model for cross-section X must be isotropic.
I would like to import a dxf file with a long file name into RFEM/RSTAB. Unfortunately, I get the error message that the file cannot be found. What should I do?