Would a Canopy over Electrical Panels in a WWT Facility qualify for a Risk Category III (The Risk Category assigned to all structures, Seismic Design Category C, Site Class E).
We are working on retrofitting a Clarifier with new Internal Mechanisms. The Project is located in California. The Clarifier itself was built to an earlier Code and Seismic requirements (2016). What are the compliance requirements for such a retrofit, and how can the design reconcile the...
Hi,
Can anyone tell me the grounds under which the engineer would take exception to verification of loads per 15.7 (ASCE 7.16). These are for calculations for a clarifier internals replacement project.
Thanks,
LK