Is it possible to transfer "foundation loads" (support loads from hall columns, for example) to another RFEM model and combine them as new loads for the foundation slab?
During the calculation in RF‑/FOUNDATION Pro, I receive an error message saying that the foundation dimension is less than twice the eccentricity. Why? And what can I do?
When dimensioning a column, the values of axial forces in the result combinations of the ULS differ from the values in the RF‑CONCRETE Columns add-on module. What is the reason for this?
The dimensioning in the graphical display in the RX‑TIMBER printout report is very confusing, depending on the structure. Is is possible to optimize it?
I would like to save foundations with certain dimensions as a template in the database. Is this possible? The button for this is disabled in Window "1.2 Geometry".