DTT
Deck Tension Tie
The DTT tension ties are designed for lighter duty holddown applications and are ideal for retrofit or new construction projects.
DTT tension ties are single piece formed tension ties.
Service class 2
Outdoor
Product Details
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Features
Technical Data
Dimensions
Product Dimensions
| References | Dimensions and drill holes [mm] | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| A | B | C | D | E | t | Joist | Holes Flange B | Box Quantity | ||
| Ø 4.3 | Tri | Ø 11 | ||||||||
| DTT1Z | 180 | 37 | 38 | 7 | 19 | 2 | 6 | 2 | 1 | 40 |
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] | |||||
| Qty | Type | Qty | Ø [mm] | |||||||
| DTT1Z | 6 | X34B1016 | 1 | 10 | Single Stud | 0.9 | 4 | 4 | 5.6 | 6.4 |
Table Notes:
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.
