teseo
Guest
Mass excuse, perhaps today I am a little late; or maybe not only today..... But I don't get this thing in my head....I have already said how I think it, but I repeat it.
if the element is designed and therefore has a code then it does not need separate cut because it is an upn, a he or other will be specified on the table; if the element has no design because a simple beam manages it as a metrature trade then you have two roads
- toolbox insert
- insertion as part but to manage as equation
I the structural part in the separate table materials setting only parts I see it and until here everything ok what I do not see is the length of the pieces that compose it instead I see in the version with re-entry; Is this normal now? I think I have understood yes and therefore I am satisfied; But the fact of putting as you say the equation doesn't make me have the distinct cut of the profiles of the structural part... or did I not understand a piffer?? ? ?