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This Tech Note discusses the design for shear transfer between diaphragms and the supporting vertical lateral force resisting system. Design requirements for drag struts at opening (interior and exterior) and at offset walls, diaphragm chords and strut splices are covered. The design procedure presented is based on the provision of a direct and positive load path to transfer forces, as per the applicable building code (UBC, NBC, or SBC).
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This item is available for free download in the Members Only Section to
Steel Framing Alliance and Cold-Formed Steel Engineers Institute members. |
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