Detailer: Creek Steel, LLC
Fabricator: Livi Steel / Don Livi
Erector: Kelley Erector / Bill Keller
Here’s what we found on the Bolt Optimization report:
The above bolt savings is based on our analysis of individual UDL loads optimized for standard spacing vs a non-standard spacing. We are still optimizing the standard spacing by using a beam specific UDL versus a Shear connection table a CE might supply from a worst case scenario based on beam depth. If we compared the actual bolts used against a CE standardized load table based on beam size the saved bolts would have increased dramatically.
"Working with Qnect has been a great experience." - Don Livi, Livi Steel