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Recent content by JoeCK
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Slab to beam connection
Hey, Is there anyone who knows how to model a beam under a slab so that it only acts as a vertical support? I have found that the slab connection to the beam by default is rigid and this may cause torsion on a beam. Only way I have found is to use a line release but this will also remove the...- JoeCK
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- Forum: Finite Element Analysis (FEA) engineering
