It is a Pre Engineerd butilding.
They are J bolts and in some areas have uplifts of of 35 kips. The main area I am concerned with has a 30 ton crane as well as a 15 ton crane next to it. In these areas the base plate distance from center to center is only 18". There is also anywhere from...
We did not do the original calcs for the embedment and the company who did is no longer in business. The clients do not have a copy of the calcs either. I wish they did.
I am trying to find the calculation to figure out the minimum embedment needed. A project of ours has had the foundations poured and the GC noticed that all the Anchorbolts are extending anywhere from 5-1/2" to 8-1/2" above finished grade when only 3" was specified. All Bolts were suppose to...
