When calculating a buckling panel, I get a message saying that some elements are connected to the panel, but they are not defined as stiffeners. What should I do?
In the add-on modules, do I use load cases or load or result combinations for the design process? Does the particular add-on module (for example, RF‑/FOUNDATION Pro) create the required load combinations automatically?
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?