rushman
Computer
- Jun 17, 2002
- 1
I stumbled into this forum, I probably don't belong, and I might get laughed out but here goes. I'm a computer guy, not a structural engineer obviously, with a DIY structural question: I'm planning a hip-roof building approx 36' x 60', and I'd like to have a clear-span area on the first floor for a shop area, 36' x 30. I have (nearly) free access to four 32' H-beams. They have a 10" (3/8"
web with 6" (1/2"
flanges.
I envision evenly spacing these across one end of the building (parallel to the 60' dimension) to support the floor joists for that area. If I used them all I would end up with 5 spaces with ~ 7' spans. I'd rather use 3 or 2 of them, with resulting longer spans for the floor joists. The beams themselves would be supported on one end by wood or steel posts integrated into the exterior wall, the other end similarly by an interior wall.
The floor above will be covered with 3/4" T&G plywood- a place to shoot baskets, etc.
I do not know where to start to determine if these beams in any configuration will provide adequate support for the 30' x 36' floor above. I do have access to heavier beams (two 16" x "5" but only 28' long, and 2 that are heavier than I want to deal with; 16" x 8" x 40' with very heavy web and flange, not sure of that dimension) but I prefer the 10" if possible for the additional headroom. Also, I'd like to place the joists between the beams rather than across the tops of the beams, to save headroom.
As far as the specs for the particular beams, I know only that they were the structure of a building that was set up temporarily here at the power plant where I work. They are in excellent condition.
Any advice on which of these beams, and how many would be adequate, or if this idea is half-baked, is much appreciated.
I envision evenly spacing these across one end of the building (parallel to the 60' dimension) to support the floor joists for that area. If I used them all I would end up with 5 spaces with ~ 7' spans. I'd rather use 3 or 2 of them, with resulting longer spans for the floor joists. The beams themselves would be supported on one end by wood or steel posts integrated into the exterior wall, the other end similarly by an interior wall.
The floor above will be covered with 3/4" T&G plywood- a place to shoot baskets, etc.
I do not know where to start to determine if these beams in any configuration will provide adequate support for the 30' x 36' floor above. I do have access to heavier beams (two 16" x "5" but only 28' long, and 2 that are heavier than I want to deal with; 16" x 8" x 40' with very heavy web and flange, not sure of that dimension) but I prefer the 10" if possible for the additional headroom. Also, I'd like to place the joists between the beams rather than across the tops of the beams, to save headroom.
As far as the specs for the particular beams, I know only that they were the structure of a building that was set up temporarily here at the power plant where I work. They are in excellent condition.
Any advice on which of these beams, and how many would be adequate, or if this idea is half-baked, is much appreciated.