Our project has a 3 story building with a steel column and beam construction with bearing connections at the splices and joints.
The steel was pre-primed in the fab shop.
Do the connecting bolts in general provide an effective ground or do we need additional bonding of the steel members?
We plan to have the ground resistance tested at various locations on the steel before we look at additional bonding.
What is your historical experience with these buildings? Do they require bonding straps at splices and connections?
The steel was pre-primed in the fab shop.
Do the connecting bolts in general provide an effective ground or do we need additional bonding of the steel members?
We plan to have the ground resistance tested at various locations on the steel before we look at additional bonding.
What is your historical experience with these buildings? Do they require bonding straps at splices and connections?