I am having trouble with creating a steel frame on Robot using Structural Analysis for Dynamo. I have applied a self-weight and a uniform member load to the beams in the frame. It works fine if I just run the script: the model is properly created and the analysis runs fine. The problem comes when I try to optimize the structure using Refinery. The uniform load seems to multiply for some reason. I am guessing something is wrong with how I have defined the load or the load case.
What is the proper procedure to define the loads I want to apply?