BlaineXD
Member
- Location
- Rockville, MD
I am trying to spec the correct anchoring epoxy and threaded rod depth for a switchgear ground busbar. Hilti has a lot of information on the tension and shear forces based off of the anchor diameters and embedment depth, but I am lost on how to calculate the force created by a bolted fault. (Just for reference, we are using a 50kA bolted fault for basis of design.) Can anyone point me in the right direction? Any help would be appreciated.
Thanks,
--Nate
Thanks,
--Nate