Hello,
I am struggling to define floor load to the top of the roof in the structure attached. I keep getting Y range issues. Can someone please help me with that.
I even tried assigning a group to the roof and then applying floor load at the roof but then I keep getting load generation error.
Thanks
/cfs-file/__key/communityserver-discussions-components-files/5932/1738.Liberty-State-Park-_2D00_-Canopy-Rafters.std
I figured it out. I had to "close" the floor group by picking perpendicular members
I am having the same problem. I have a simple gable roof.
I've separated it into two floor groups.
I enter a floor load and click "inclined". And it give me:
"Cannot generate load for command _Roof_East one 0.006 gy inclined"
Sal : I did not make any change to your model. Just used 22.04.00.40.
Hey Sye,
I have version 22.03.00.28. In that version its still showing me "Cannot Generate Load for command". Did you make any modification in the model I provided or its exactly same just with 1 version higher?
It would be great if you can just respond to this one last question. I would have to let my organization know if that's the case.
The floor loading seem to work fine on the group _ROOF1. Please make sure that you are using the latest STAAD.Pro 22.04.00.40.