Model
Display
von Mises
—
0
MPa
Set up the model, then Solve FEA.
Results
Nodes—
Elements—
DOF solved—
Solve time—
Max deflection—
Max von Mises—
Yield strength—
Safety factor —
Constant-strain-triangle plane-stress FEA. Left edge fully fixed; load applied at the free end. Stress is exact for the mesh; refine the mesh near concentrations (the hole) for a tighter peak — that convergence behaviour is real FEA, not an artefact.