cruzinbear
Structural
- Dec 19, 2012
- 19
I am working on a project involving relocation of pallet storage racks. The issue is that the racks are not made by the same company and the existing tenants do not have information regarding structural properties.
I went to the site and field measured all the frames, beams, and base plate dimensions. I also called a local guy which the tenants were sure to have purchased from them but that's about 25% of the storage racks.
I am not sure exactly how I should treat the rest. I guess specifically how do I determine the gauge of the steel for the remaining storage racks? Anyone run into this situation before I would greatly appreciate some advice. Thanks you.
I went to the site and field measured all the frames, beams, and base plate dimensions. I also called a local guy which the tenants were sure to have purchased from them but that's about 25% of the storage racks.
I am not sure exactly how I should treat the rest. I guess specifically how do I determine the gauge of the steel for the remaining storage racks? Anyone run into this situation before I would greatly appreciate some advice. Thanks you.