I would like to define a constant temperature load over the cross-section height. Why is it not possible to select the load direction in the local x-direction of the member for this?
Dlubal Software programs should be installed on a new computer. The installation is aborted because the dongle driver cannot be installed properly. What should I do?
I have installed RFEM without problems. However, when opening the program, it does not start as a full version. A dialog box appears where the authorization file can be imported or the test license can be started. The dongle lights up and should work. What can I do?
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.
The calculation of a critical load factor according to the second-order analysis in RSTAB results in a value that differs significantly from the result of RSBUCK.
I have created several printout report templates. Now I want to change the names of the templates, but not the name of the printout report created with them.
I have idealized a taper using a start and end cross-section (calculated in SHAPE‑THIN) and calculated a frame. During the stress calculation in STEEL, the error message "Tapered member contains incompatible cross-sections" appears. What is the error?
The inclination according to DIN 18800 is applied with the value 1/φ0 = 300. However, I would have expected 200 as the initial value for one-piece members. What is the explanation for this?