UBC 2000 Seismic Code
UBC 2000 Seismic Code
(OP)
As an equipment manufacture whose equipment is supported by the building structure, we are asked to have our drawings stamped by a local PE for local building approval.
I am hearing many comments on the current changes to the seismic requirements. There seems to be alot of local inspector interpretation to the new "code". We currently use UBC 1997 section 16. Are there any good reference text for the seismic load changes?
I am hearing many comments on the current changes to the seismic requirements. There seems to be alot of local inspector interpretation to the new "code". We currently use UBC 1997 section 16. Are there any good reference text for the seismic load changes?






RE: UBC 2000 Seismic Code
The 2000 IBC will be the new standard code across the entire US.
RE: UBC 2000 Seismic Code