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Message 1 of 2
OscarGaunt
262 Views, 1 Reply

PT slab in Robot

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.

 

1 REPLY 1
Message 2 of 2

You may consider modeling it as a (meshed) panel with additional temperature load for stress effect (if applicable).

 

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.



Artur Kosakowski

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