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Mr. George Watson, P.E., M.ASCE


Contributions

1 to 2 of 2 total

RE: ASCE 113-23 - Foundation Seismic Ties for Substation Equipment

Posted By George Watson 01-15-2024 12:40 PM
Found In Egroup: Peer-to-Peer Standards Exchange \ view thread
I contacted a few Committee members on 113 and the consensus was it is up to the EOR or substation owner to determine if a particular structure in the Sub needed the individual foundations tied together as 318 wants to do. Structures that may be sensitive to movement of individua foundations or differential ...

RE: ASCE 113-23 - Foundation Seismic Ties for Substation Equipment

Posted By George Watson 01-07-2024 10:28 AM
Found In Egroup: Peer-to-Peer Standards Exchange \ view thread
I am the Editor of the 2nd Edition of 113 but don't know a lot about ACI and the foundation design issues. I have sent this question to a couple of 113 committee members that know about ACI. My initial thought is the ACI deals mainly with buildings and their foundations as does ASCE 7 for seismic loads. ...