Rafter hangers3/13/2023 ![]() Download the Structural Connectors Overview Flyer. As the company that built the connector industry, you can count on Simpson Strong-Tie ® to work closely with builders, engineers and building officials to deliver innovative, building code-compliant solutions to help build safer, stronger structures economically. Simpson Strong-Tie ® connectors offer unmatched quality with laboratory and field testing, and are backed by our uncompromising commitment to customer service. From framing angles to straps to heavy-duty joist hangers, we offer the most diverse product line so that you have the right product for the job. With nearly 60 years of field and R&D experience, Simpson Strong-Tie ® timber connectors are manufactured to the industry's highest standards. Unmatched Quality from the Truss to the Foundation Submit registration Structural Connections On the acute side of the skewed LSSR hangers, fill obround holes only. Timber species for joint design is seasoned Radiata Pine, which is which is Australia Joint Group JD4 per AS 1720.1 Table H2.4. Reduce Duration of Load Factor where applicable. Duration of Load Factor (k1) is as shown. Reduce tabulated values where other Category applications govern. The Capacity Factor (φ) is 0.85 for nails and screws for structural joints in a Category 1 application. Design Capacity is the minimum of test data and structural joint calculation. Design Capacity is the lesser of (a) the Characteristic Capacity multiplied by the Australian Capacity Factor (φ), and applicable the k modification factors following AS1720.1 and (b) the Serviceability Capacity which is the load at 3.2mm joint slip. ![]() SLOPED, SKEWED or SLOPED & SKEWED HANGERS
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