I’m currently creating a Karamba model for the study of Cable Nets. This Cable Net is Façade Structure System of a Tall Buildings. (Cable Net + Glass Panel) (like This Case : http://www.enclos.com/service-and-technology/technology/structural-glass-facades/facade-structures/cable-net )
I want to Analyze with Th. II Component and optimize this structure with “Opossum” component. In this step I get Error whit its dead load (it has Buckling), while I should set bending zero. Although I have been trying to understand what I’ve been doing wrong for quite some time, I haven’t been able to figure it out yet. Consequently, if anyone could take a look at my script it would be greatly appreciate it.
Thanks , MoStafa
Question.gh (168.5 KB)