Trying to determine the maximum load capacity of an I Beam that is fully supported underneath the entire length of the beam (ie. trying to find out the maximum weight that the I beam will hold). Is there a table or are calculations required.
Trying to determine what the I beam can handle. The floor is good. What is the maximum load the I beam can handle before buckling? I want to support a 5,000 lb steel box with (2) I beams underneath it.
If the box only weighs 5,000 lbs, just about any size I-Beam should work. What is the size of the box, length and width? How far above the floor do you want the box to sit?
What is the span and the dimensions of the metal box? and is the metal box rigid enough to provide lateral support for the beams? Is deflection an issue?
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Pretty sure there's no beam here - he's talking about using a wide-flange (or maybe an S- or M- section?) to keep the box off the floor - maybe to let forks under it to pick it up? Sort of like a permanently attached pallet.
This would be considered non-standard and there's no tables. If you want to be thorough you can do calcs, or you can let the guy in shop build it and then change it if it gets dinged up.
I would think there are lots of skid fabrication companies that would be able to help and provide cost data/schedule as well. If for a bid project, you can probably get them to help with a performance specification that will minimize your efforts and reduce your risk while allowing the skid fabricators to do what they do best.
Regards,
Qshake
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Thanks for all the replies! I ran some shear stress calcs on a few I Beams, I think I’m headed in the right direction. I’ll reach out if the project goes further. Thanks, again.