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 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"
I figured it out. I had to "close" the floor group by picking perpendicular members