İdecad 8.030 Steel cladding or Steel slab installation

E

eraycnar

New Member
I have a question about İdecad steel 8.030. After drawing the structure After throwing the steel cladding or steel slab I define the user defined Q load from the steel slab or the cladding, even if I pull the load to very high (million tons/m2) levels, I do not get any error reports. Does it not take into account User-defined live loads in steel cladding or flooring? or Beam not transmitting to columns? How can I identify an abnormal Q load coming into the slab?
 
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