razorx1858
2004-03-14, 02:44 AM
Hi Guys,
I'm tinkering with Revit's structural components and am interested in the best way to establish a top of steel high point & low point for some sloping steel bar joists.
It seems easy enough to set up two elevations, one for the high and one for the low point.
BUT....
What's the technique to run a bar joist with one end connected to the high point and the other end connected to the low point AND be able to adjust these high and low points as desired for the design AND keeping the ends of bar joist's ends locked at these elevations?
I set up a simple test, two columns and one beam). I connected the beam to the two columns for a simple span. Then i tried to adjust one of the two columns to a different elevation, figuring that the beam's end would rotate up to the new elevation, BUT it doesn't, it just stays at the orignial elevation with no rotation.
Need a little help guys. Thanks.
I'm tinkering with Revit's structural components and am interested in the best way to establish a top of steel high point & low point for some sloping steel bar joists.
It seems easy enough to set up two elevations, one for the high and one for the low point.
BUT....
What's the technique to run a bar joist with one end connected to the high point and the other end connected to the low point AND be able to adjust these high and low points as desired for the design AND keeping the ends of bar joist's ends locked at these elevations?
I set up a simple test, two columns and one beam). I connected the beam to the two columns for a simple span. Then i tried to adjust one of the two columns to a different elevation, figuring that the beam's end would rotate up to the new elevation, BUT it doesn't, it just stays at the orignial elevation with no rotation.
Need a little help guys. Thanks.