I have a problem with the utlization of elements component namely: If I only have a bending moment around the y-axis then I get the correct util value. If I put a torsion moment on the beam by adding an eccentricity to the element, I do get a utilization for the torsion moment, but that of the bending moment around the y-axis becomes very small, while here almost nothing changed. Can I solve this problem, because I want to see in the utilization the value of all kinds of forces (N, Vy, Vz, Mt, My, Mz) not only of the normative.

ligger-2 steunpunten verdiepingsligger lijnlast zonder optimalisatie.gh (86.2 KB)