mtwinegar
2008-06-11, 09:29 PM
I have a project that consists of a slab that is 12" thick and in the center has a countersunk area about 12" below the main slab. I have beams running across the areas where the elevation transition occurs and of course these transitions are not perpendicular to the beams themselves. My problem is that the beams that support the upper slab are monolithic and joined, but the lower slab when joined to the beams are not subtracting the upper portion of the beam, only the portion that physically crosses the slab (which is a correct function).
I tried a stepped slab but couldnt get it to work properly (or user error) and I have tried to create a beam with a solid void but cannot get it correct so that I can have one beam family for all of these instances, hopefully with parameters defining distance of cut at both ends along with the angle of the cut.
Any ideas. I have attached pics for info.
Stepped Beam Project= a look at what I am getting
Stepped Beam= a look at what I want
Thanx ahead of time.
I tried a stepped slab but couldnt get it to work properly (or user error) and I have tried to create a beam with a solid void but cannot get it correct so that I can have one beam family for all of these instances, hopefully with parameters defining distance of cut at both ends along with the angle of the cut.
Any ideas. I have attached pics for info.
Stepped Beam Project= a look at what I am getting
Stepped Beam= a look at what I want
Thanx ahead of time.