I have applied surface loads to the surfaces with the "Load Transfer" stiffness type. How do I get to the separate display to see the corresponding member loads?
I use RF-/STEEL Warping Torsion to design an eccentrically modeled wall beam, which is loaded transversely with a distributed load. While the bending moments in the main program are zero at the member start and member end due to the hinges, RF‑/STEEL Warping Torsion outputs moments there. Thus, the span moment is reduced incorrectly. How do I get the boundary moments to zero?
I am performing a design in RF‑/STEEL AISC for result combinations from RF‑/DYNAM Pro and get the error message "Not designable - Null value of the critical moment on the segment". What should I do?
Does the nonlinearity that can be activated for a surface support in the z‑direction refer to the entire supported surface, or only to the areas that correspond to the nonlinearity?
I have modeled a continuous beam with elastic foundations that is stressed by a constant line moment. Why is the message about instability displayed after the calculation?
When starting Dlubal Software programs, the error message "Server is busy" appears. My colleagues do not experience this problem. I have already tried reinstallation. What should I do?
I am designing a set of members using RF‑/STEEL EC3. In accordance with the manual calculation, the design is fulfilled, but it cannot be performed successfully in the add-on module. Why?