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28 replies
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28 replies
Home gym with steel pipes
Hello! I have a room that is 5x10m. It's intended to become a gym. If I bring in gym machines, the workout area won't be so usable for other activities. So I thought of the following:
-A bunch of 5m steel pipes forming a kind of cube.
-Nothing is fixed to the walls or ceiling.
-On the cross pipes, you can then hang punching bags, TRX straps, gymnastic rings, and such.
-Attaching the pipes to each other should be possible like when building scaffolding or connecting pipes?
Now I wonder how thick the pipes need to be to support a weight of 200kg in the middle of 5m? Are there such pipes?
In the picture is a similar "crosscage," but I want 5m long pipes.
-A bunch of 5m steel pipes forming a kind of cube.
-Nothing is fixed to the walls or ceiling.
-On the cross pipes, you can then hang punching bags, TRX straps, gymnastic rings, and such.
-Attaching the pipes to each other should be possible like when building scaffolding or connecting pipes?
Now I wonder how thick the pipes need to be to support a weight of 200kg in the middle of 5m? Are there such pipes?
In the picture is a similar "crosscage," but I want 5m long pipes.
You do get a bit of dimension increase when it's about a 5m length...
Will you attach the stand to the floor? If not, that also increases the necessary dimension...
Then how you plan to attach them together as well...
Is there an option for cross braces/another type of reinforcement?
Will you attach the stand to the floor? If not, that also increases the necessary dimension...
Then how you plan to attach them together as well...
Is there an option for cross braces/another type of reinforcement?
I'm trying to figure this out in my head. The room's width is five meters, that's why I want to be able to go across the entire width without tripping. Screwing it to the floor isn't a problem.Violina said:
Any possibility for a support leg in the middle?D dkhansson said:
It's not the static load when you're just hanging 200 kg that's the issue, but when you're training and doing various exercises, it also becomes a dynamic load...
Do you have the option to get something welded?
Edit: bolts in the floor help to distribute loads significantly better
We can bolt into the floor as much as we like. But I also want the training participants to be able to play ping-pong, floorball, or dance if they want. So a thick pipe wouldn't be a problem. Money isn't an issue either since we are comparing it to purchasing a lot of gym machines.Violina said:
No possibility of support legs in the middle? It's not the static load when you just hang 200 kg that's the issue, but when you train and do various exercises, it becomes a dynamic load as well... Do you have the option to get something welded? Edit: Bolts in the floor help to distribute loads much better![]()
I would say that you need at least VKR 80*40*5 to avoid too much deflection..D dkhansson said:
Edit: preferably with angled braces in the corners
The deformation for a simply supported beam as you mentioned with a point load (characteristic value) in the middle leads to a deformation of 31 mm excluding self-weight.Violina said:
With a VKR 120x60x4 S355J2H, there will be no problems with strength (including a dynamic amplification factor of 1.5) and the design values of the loads (the loads are amplified with a certain factor beyond the dynamic amplification factor).
Regarding deformations, I calculate it to be 17 mm (to compare e.g. with L/300) where I have considered the amplified load and self-weight but not the design values beyond that.
I have calculated on a 2D frame where I have assumed a non-moment-resistant connection in the floor (bolted).
Regarding deformations, I calculate it to be 17 mm (to compare e.g. with L/300) where I have considered the amplified load and self-weight but not the design values beyond that.
I have calculated on a 2D frame where I have assumed a non-moment-resistant connection in the floor (bolted).
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wow. Thanks!S scorp1on said:With a VKR 120x60x4 S355J2H, there will be no problems with strength (including a calculation with a dynamic amplification factor of 1.5) as well as design values for the loads (the loads are amplified with a certain factor beyond the dynamic amplification factor).
Regarding the deformations, I get it to 17 mm (to compare, e.g., with L/300) as I have calculated with the amplified load and self-weight but not with design values beyond that.
I have calculated on a 2D frame where I assumed a non-moment stiff connection in the floor (bolted).
