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HSS Connections with Offset Branches by Jeff Packer
HSS “offset connections”, where the branch member is flush with one side of the chord, as shown below, are not covered by AISC 360-10 Chapter K, Eurocode 3 or any CIDECT…Continue
Any structural engineer or architect will tell you that there are several challenges associated with HSS connections. Deciding which type of connection to use,…Continue
Matt Obeid, Vice President at the Steel Supply Co., recently wrote an excellent blog detailing the proper methodology for anchor bolt bending:
The ASTM Specification F1554 spells out everything necessary to make…Continue