I probably have an easy question. I added uniform loads on each of my beams and the moment (M_y) is calculated seperately for each added uniform load, resulting in two moments on each element. What can I change to avoid this and get a result with one moment for each element? I attached my grasshopper file. Thanks for your help!
Adding columns to steel portal frame.gh (38.4 KB)
Dear @Jordi_de_Nijs_de_Nij, you have to place the loads on the beams in different load-cases.
– Clemens