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At 18:36, you chose Beam Results to analyse the stresses in a 2D Truss element. Practically it is not possible to solve a truss element as a beam...Wouldn't the analysis be wrong then?
At 18:36, you chose Beam Results to analyse the stresses in a 2D Truss element. Practically it is not possible to solve a truss element as a beam...Wouldn't the analysis be wrong then?