I need to be able to utilize OpenSTAAD to specify both translational and rotational displacement loads. I know that I can use objOpenSTAAD.Load.AddSupportDisplacementto specify translational displacement loads, but the OpenSTAAD documentation seems to stop there. Is it possible to do the same for rotational displacement loads using OpenSTAAD? I know I can do it with the GUI for STAADpro but this represents an issue for the number of modals, load cases, etc that I intend to define. Any help would be much appreciated. Doesn't necessarily have to be an OpenSTAAD solution, I'm open to other forms of coding magic as long as it will automate my process!
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