AS 1684.2:2021 Residential Timber-Framed Construction - Non-Cyclonic Areas
Section 9: Fixings and tie-down design – AS 1684.2:2021 Residential Timber-Framed Construction - Non-Cyclonic Areas

AS 1684.2:2021 Residential Timber-Framed Construction - Non-Cyclonic Areas 9.2: 9.2 General connection requirements

Connectors (bolts, screws, coach screws, straps and framing anchors) are made to their own standards; washers are of set size or reduce capacity proportionally; bolt holes are 2 to 3 mm oversize in unseasoned and slightly less in seasoned timber and snug in steel; screws penetrate at least 35 mm and coach screws five diameters; framing anchor and strap nails are corrosion-protected flat-head connector nails (never clouts); top plates and ring beams are joined by the figure methods for the wind class; members joined over supports take a reduced uplift capacity unless detailed to keep full strength.

Maintained by Gerard Blokdyk

Other controls in Section 9: Fixings and tie-down design – AS 1684.2:2021 Residential Timber-Framed Construction - Non-Cyclonic Areas

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The graph holds this control, the 0 it maps to, and the evidence behind each claim, over MCP and REST.