In RF‑CONCRETE Surfaces, I get non-designable situations with a note saying that the shear resistance cannot be checked (cross-section entirely cracked). What is the reason for this message?
For a stability analysis in RSBUCK, I get the following error message: "The model is not connected because there are independent partial models." What does it mean and what can I do about it?
In RFEM, it is possible to display additional information about the result distributions of line supports in the Display navigator. What is the interpretation of these values?