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Please can you explain how you put SPCD and SPC into the same load collector.
In addition to fixed boundary condition on one edge, I applied three different displacement boundary conditions, one at each node on my model. When I ran the analysis, I realized that the result is not giving the aggregate effect of all the displacements. Rather, it gives the analysis for each displacement boundary condition as each subcase. I am thinking that if I can place all the enforced displacements in one load collector (spc), then I can use one load step (SPC) for all of them. With that approach, I am thinking I could get the aggregate effects in my analysis. Please, what are you thoughts on how to go about it? Thank you.