However, I'm not totaly conviced because:ġ- It is geometrically incorrect. 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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