1. The “Code Conversion” Engine
Most proprietary brackets perform according to an ETA. AS 1720.1 requires specific adjustments to these values.
Our module automatically handles the conversion:
Characteristic Strength ($R_k$): Pulled directly from the ETA.
Capacity Factor (Φ): Applied per AS 1720.1 (typically Φ = 0.70 or 0.80 depending on the failure mode and product type).
Duration of Load (k1): Adjusts for Wind vs. Dead Load cases.
2. Angle Brackets & Hold-Downs
We support the full range of connection geometries:
- Hold-Downs (Uplift): Critical for shear walls in CLT and light-frame bracing (e.g., Rothoblaas WHT, Titan).
- Shear Brackets: For transferring lateral loads at floor-to-wall junctions (e.g., Titan Plate, WKR).
- Concealed Connectors: For architectural mass timber nodes (e.g., Pitzl GePi, Alu-Start).
3. Integrated Education
Designers can visualize the “true behavior” of the connection. The module includes dynamic tooltips and educational content to help you distinguish between a bracket designed for shear and one designed for uplift, preventing costly site errors.