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November 7, 2024 at 12:45 pm
Erik Kostson
Ansys Employee
Hi
Do this since that works fine:
So as we said use frictionless support on A and B.
Sym.: Z in XY face (face that is on the sy. plane) as said in the pdf.
Use Structural Steel material,
For the force it should be in neg. y, so – y direction (not pos.) . Use components x=z=0, y=-5000 N for bearing load and not vector.
So the displacement should be down in – y (not up in pos. y)
With that we get the correct results.
All the best
Erik