List of Contributions

Thanks Christian for the response. In regards to IEBC triggers for reanalysis, it shouldn't change if the load is classified as dead load or live load. For example: if you design for 2000lb racks - the 5% IEBC triggers means you can put in 2100lb racks without reanalysis - whether the rack is live or ...

Ronald, thank you for the response. Agreed that if those unknowns exist then live load is the appropriate classification. For data center projects, SEs work closely with the owner to establish the loading criteria since ASCE7 does not provide a prescribed load for server racks. Specifically, projects ...

Thank you Alex for the response. Is there anyone else from ASCE that can provide a response to my two questions above?

Hi, I have a question regarding classifying server racks (in a data center or office building) as dead load or live load. After a rack is in place, it is typically lifted off of its caster wheels onto 4 leveling legs, anchored as needed in seismic zones, and left in place for at least 3 years. Are there ...