|References||Dimensions and drill holes [mm]|
|A||B||C||D||E||t||Joist||Holes Flange B|
|Ø 4.3||Tri||Ø 11|
DTT - LGS Performance Data
|References||Fasteners||Installation||Minimum Stud Thickness [mm]||Safe Working Loads [kN]||Characteristic Capacities [kN]|
|Stud||Anchor Bolt||R2,SWL,ST||Deflection at Load [mm]||R2,K||Deflection at Load [mm]|
1. Performance values are based upon tests completed by Simpson Strong-Tie U.S. in accordance to ICC-ES AC261 - Acceptance criteria for connectors used with Cold-Formed Steel Structural Members.
2. Deflection at Load is the deflection of the holdown measured between the anchor bolt and the strap portion of the holddown when loaded to the stated tension load.
3. The engineer or designer shall be responsible for specifying suitable anchor type, embedment and configuration.