Honeycomb Beam Analysis Model

L

lookindoors

New Member
Hello, 18m. span, 6m. I have defined honeycomb beam working analysis at truss intervals. Because of my Vierendeel ratios (3 eyes full) and deflection ratios, I cannot obtain economic sections. My analysis model is attached. Can you share your views? (90 kg/m2 snow and 10kg/m2 coating weight) Good work.
 
Hello there; First of all, there are objects on top of each other in your model, so analysis cannot be performed. Delete overlapping objects by checking the geometry. Then analyze again.
 
Hello there; For this reason, the wall load was visible on your beams, and when you entered the roof braces as beams, it was not formed correctly, therefore insufficiency appeared. I arranged your roof braces and rafters. At the moment, you can reduce the number of full in honeycomb beams and reduce the cross section. The only problem seems to be falling in your lovers. If you solve this problem, your project will be completed. Good work.
 
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