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  1. rcbsimoes

    Ansys Apdl, beam 188

    Dear All, could same one explain why, when i use beam188 (with a user difined section) i can see with "PLESOL, S,EQV, 0,1.0" the von Mises stress, but when i do "ETABLE,svmis,s,eqv ", ansys complains. also, i would like to understand why is there a diference (with shell63): between ploting...
  2. rcbsimoes

    fea how to

    Hi all, i've been studing ansys apdl over a year now, but i can't find a nice tutorial on how to construct an assembly or import one from CAD (solidworks). i built a specific easy problem to solve, but can't quite reproduce it in ansys. nor am i sure if the below procedure is correct. say one...

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