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Use of  Flexural or Tensile strength for Yield Limit

Question asked by Steven Brooker on Dec 3, 2015

Hi All,


I am currently running a simulation on a typical cover which is supported on all 4 edges and a load applied to the top.  Can anyone please recommend if i should be using my flexural or tensile figures for my limits or what would be the best approach when using a Von Mises stress plot?


Many thanks