UPDATED TECH NOTE

Tech Note F501-26Tech Note F501-26: Cold-Formed Steel Truss to Bearing Connections

Summary: 

This Technical Note is intended as general educational information and to highlight what the Building Designer should be aware of regarding truss to bearing connections. Topics addressed include what loads due to wind truss to bearing connections may have to resist, who is ultimately responsible for truss to bearing connection design, general guidance on the design of truss to bearing connections, and an illustrative design example. Loads due to seismic forces are not addressed in this Technical Note.

NOTE: This Tech Note is available at no cost to corporate, professional, and student members in the exclusive members-only section.

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