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HSS Connections with Offset Branches

Posted by Brad Fletcher on January 12, 2015 at 2:30pm 0 Comments

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…

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Expansion Bolts for HSS: An analysis of a new, viable option for HSS connections

Posted by Brad Fletcher on December 10, 2014 at 1:00pm 0 Comments

Any structural engineer or architect will tell you that there are several challenges associated with HSS connections. Deciding which type of connection to use,…

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Wide-Flange Beam to HSS Column Moment Connections

Posted by Atlas Tube on October 1, 2014 at 3:30pm 0 Comments

Wide-Flange Beam to HSS Column Moment Connections

by Jason Ericksen, SE

Hollow Structural Sections (HSS) are efficient members to…
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Anchor Bolt Bending - Watch the Bend!

Posted by Atlas Tube on June 9, 2014 at 8:52am 0 Comments

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…

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