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.
the ‘Utilization’-component outputs the component utilizations for the point with the maximum overall utilization (see here).
In the above case these are the beam’s endpoints where Vz and Mt combined lead to a utilization of 1.67 whereas My = 0 (see ligger-2 steunpunten verdiepingsligger lijnlast zonder optimalisatie_cp.gh (82.7 KB) ).