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?
I am using RFEM 6 on an Apple Macintosh and I use Parallels Desktop for this. The axes are not displayed correctly in the graphics. How can I fix that?
I have calculated a pre-deformed structure according to the second-order analysis with RF‑STABILITY and RF‑IMP. Why are the deformations of the CO smaller than the applied pre-deformation?
I am superimposing two of the load cases into one result combination using the "Or" criterion. The results graphic of the result combination, however, shows deformations smaller than the two contained load cases.Furthermore, I get a positive as well as a negative maximum value for the RC, despite the fact that the individual load cases yield positive deformation values.
When performing design with PLATE‑BUCKLING, all design checks are fulfilled. Nevertheless, the critical load factor is smaller than 1. Is the design fulfilled or not?
When designing the structure cores and partial cross-sections in the SHAPE‑THIN program, the following issue arises:The horizontal force does not act in the shear center. Therefore, I need to define a torsional moment to keep the component forces or shear stresses in the cross-section.Do I have to use the resulting torsional moment as M_tsek or M_tpri?
I would like to increase the roof inclination subsequently by 5 degrees for an existing model. In the "Edit" menu, I found two functions that I could use: "Rotate" and "Shear".What is the difference between these functions, and which is more efficient for my purpose?