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?
Solved! Go to Solution.
Solved by Romanich. Go to Solution.
Dear Hallvard,
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Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
Yeah 🙂
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Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
Good Job Romanich, I'll give you Kudo
Hello,
Just follow up question, how will you specify if the hollow core unit,ie, 200 mm thk HC needs to have a unit weight,ie, of 2.75 kN/m2?
Regards,