H2.5A
High Wind Ties
Designed to provide wind ties for trusses or joists, this versatile range of products may be used for general tie applications where one member crosses another.
Suitable for use in Timber to Timber, Light Gauge Steel to Light Gauge Steel or Timber to Light Guage Steel Connections
CE Marking
ETA
Service class 2
Indoor
Electrogalvanized steel Z275
Product Details
Images
H2.5A Installation - Timber top plate to Rafter
H2A - Typical LGS Installation - LGS Stud to LGS Rafter or Joist
H2A Installation - LGS to Timber Rafter
H3 - Typical LGS Installation - LGS Stud to LGS Rafter or Joist
H3 Installation - LGS to Timber Rafter
Features
Technical Data
Dimensions
Performance Values - LGS to LGS
| References | LGS to LGS Fasteners | LGS Performance Values - LGS to LGS [kN] | |||||||
|---|---|---|---|---|---|---|---|---|---|
| Steel Rafter | To Top Track | To Stud | Safe Working Loads | Characteristic Capacities | |||||
|
Qty (FPHSD34S1214) |
Qty (FPHSD34S1214) |
Qty (FPHSD34S1214) | R2,SWL | R3 = R4, SWL | R5 = R6,SWL | R2,k | R3 = R4,k | R5 = R6,k | |
| H2A | 5 | 1 | 5 | 2 | 0.4 | 0.4 | 3.2 | 0.6 | 0.7 |
| H3 | 2 | 2 | - | 1.7 | 0.4 | 0.6 | 2.7 | 0.6 | 0.9 |
Table Notes
- Performance values based upon attachment of Light Gauge Steel members having a minimum thickness 1.0mm
- 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
Performance Values - Timber to LGS
| References | Timber to LGS Fasteners | LGS Performance Values - Timber to LGS [kN] | |||
|---|---|---|---|---|---|
| Timber Rafter | To Top Track | To Stud | Safe Working Loads | Characteristic Capacities | |
|
Qty (N3.75x30) |
Qty (FPHSD34S1214) |
Qty (FPHSD34S1214) | R2,SWL,ST | R2,k | |
| H2A | 5 | 1 | 5 | 2.5 | 3.9 |
| H3 | 4 | 4 | - | 1.6 | 2.6 |
Table Notes
- Performance values based upon attachment of Light Gauge Steel members having a minimum thickness 1.0mm
- 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
Installation
Installation
H2A - Typical LGS Installation - LGS Stud to LGS Rafter or Joist
H3 - Typical LGS Installation - LGS Stud to LGS Rafter or Joist
H3 Installation - LGS to Timber Rafter
H2A Installation - LGS to Timber Rafter
H2.5A Installation - Timber top plate to Rafter
H2.5A can be installed on the same side of the wall plate.
