peteroznewman
Bbp_participant
Use the word Vertex when referring to the 3-2-1 method. Applying constraints to edges would not be a valid 3-2-1 method.
Using Rigid Elements on the edges of the section prevents the Poisson's Ratio expansion when the compression is applied, which generates a stress along the web and flange edges.
Use the Deformable type of Rigid Elements to fix this.
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