When modeling a wall, lifting forces that we cannot explain arise in the support area. Once the wall is not modeled and the slab is supported directly, we obtain plausible support forces. What is the error?
I have generated a load from an area load on a circular opening. If the radius is 1.0 m and the load is 10 kN/m², the resultant should be 31.416 kN. The recalculated load on the line should be 5.0 kN/m. However, the value of the converted load is 4.968 kN/m. Why?
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?
When generating an FE mesh, an error message appears. It says that the tolerance for the integration of nodes into lines is too large. What should I do?