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Hi
I'm trying to build a model to test stability of structure. I have a PT slab on Level 1 i.e. there are no beams spanning between the column grid.
As I understand robot can't model PT but what do I do in this case as I need to simulate the stiffness and still transfer the load to the columns?
Thanks for your time.
You may consider modeling it as a (meshed) panel with additional temperature load for stress effect (if applicable).
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