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Forums >> Revit Structure >> Technical Support >> sloping steel roof deck problem
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Joined: Wed, May 23, 2007
83 Posts
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I am working on a typical warehouse type building with 1.5” metal deck sloped at ¼:12. It appears that if I use an architectural “roof” I cannot get the steel deck profile and the deck span tags to work. If I make my “roof” out of a structural floor with a slope, all of that works just great. The problem is that all I can get from the spot elevations is the top of deck elevation because floors insert based on the top surface. I want spot elevations to be top of steel or bottom of deck. Is there any way to set up a slab so its insert is the bottom of core?
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Joined: Wed, May 23, 2007
83 Posts
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I think what i am looking for is some way to get spot elevations for the bottom of the slab. is this possible?
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