![]() But I still need enlightening.Īs adviced in the Autodesk university HAndout, a good method to model a beam supporting a slab is to increase its moment of inertia to make it match the corresponding T-beam inertia (see bellow). ![]() I've read very interesting topics on the forum that partly answered my questions. Hi everyone, I'm running an experiment to understand what's the best way to model the beam-slab interaction.
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