Cladding

[Devil]

Hello!
I have some kind of frame. Binding cladding around the perimeter, and note the direction along the Y axis. After calculating the load is transferred to the cross wind bracing. Is it possible to put pressure so that the wind would not take into action the bracing?!

Thanks

[Marios]

After analysis go to geometry->additional attributes->load distribution options, select the bracing bars and press ignore. You can see how the loads have been distributed by pressing display->loads->forces generated and load distribution regions.

[Devil]

Its working!!! Thanks!!

[v.kourepinis235142]

I have a problem with the load distribution via claddings. Although it is working properly and the load is being distributed correctly the load distribution regions don't display correctly. In fact in rsapro 2010 this problem doesn't exist. It only exists in 2011. Anyone else has the same problem?