Load definition and combinations

[pringle_de_tom]

I've attached my load definitions for a flat slab design. I'm wondering if I've done it correctly so that the programme will generate combinations with leading and accompanying variable actions properly. Should I have all variable/live load within one load definition or is it correct the way I've done it all separated into the individual components?

Cheers,

Tom

[Artur.Kosakowski · Accepted solution]

You should define live loads as separate load cases.

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