Autodesk Robot Structural Analysis

[#1]

Hi

Does anybody know of good ways to treat hollow core slabs when analysing a structure?

I know that some people model the slabs with correct thickness, defines density = 0, and then defines a load for the dead-weight of the slabs.

Opninions?? Is this the best way?

[#2]

Dear Hallvard,

[#3]

Thanks! :-) This seems to be better than defining density = 0.

[#4 · Accepted solution]

Yeah

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.

[#5]

Good Job Romanich, I'll give you Kudo