For a ceiling slab calculated in RFEM, I would like to display the resultant of the support forces in one specific line support considering a single load case. The aggregate resultant of all support forces in a load case can be displayed. How can I display the resultant of the selected line support?
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?
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?