Split Hanger
Overview
These pre-punched and formed galvanised Steel Timber connectors are ideal for:
- Fastening joists to the face of beams.
- Fastening standard trusses to girder trusses.
- Securing beam to beam and joints, joists to joists and jacks to TG trusses.
APPLICATION
The Multinail Split Hanger allows you flexibility in fastening the Truss or Beam using nails. Split Hangers are easy to install. Simply use 30mm x 2.8Ø Multinail galvanised nails, through each wing to secure the Split Hanger to the supporting member.
NOTE: 2 Split hangers to be used always in pairs. Minimum 1 each side of supported member.
Multinail Split Hanger secured to single Girder Truss using Multinail galvanised nails
Multinail Split Hanger secured to a Beam using Multinail galvanised nails
Multinail Split Hanger secured to a Beam using Multinail galvanised nails
LIMIT STATE DESIGN LOADS
The following table gives the recommended Limit State Design capacities for Multinail Split Hangers. Design capacities are for use in limited State design procedures to AS1720.1-2010 The capacity of Dead Load, Dead Load Floor Live Load and Dead Load Roof Live Load are referring to nail quantities to a Girder/Beam The capacity of Dead Load + Wind Load are referring to nail quantities to a supported members.
| Maximum Limit State Design Capacities (kN) for Split Hangers | |||||||
|---|---|---|---|---|---|---|---|
| Fixing per side | Load Combination | Joint Group | |||||
| J2 | J3 | J4 | JD3 | JD4 | JD5 | ||
| 5 Nails | Dead Load | 4.5 | 3.2 | 2.3 | 4.5 | 3.2 | 2.6 |
| Dead Load + Floor Live Load | 5.5 | 3.9 | 2.8 | 5.5 | 3.9 | 3.2 | |
| Dead Load + Roof Live Load | 6.1 | 4.4 | 3.1 | 6.1 | 4.4 | 3.6 | |
| Dead Load + Wind Load | 9.0 | 6.4 | 4.6 | 9.0 | 6.4 | 5.3 | |
| 6 Nails | Dead Load | 5.4 | 3.9 | 2.7 | 5.4 | 3.9 | 3.2 |
| Dead Load + Floor Live Load | 6.5 | 4.7 | 3.3 | 6.5 | 4.7 | 3.8 | |
| Dead Load + Roof Live Load | 7.3 | 5.2 | 3.7 | 7.3 | 5.2 | 4.3 | |
| Dead Load + Wind Load | 10.8 | 7.7 | 5.4 | 10.8 | 7.7 | 6.3 | |
NOTE: The capacities are derived from AS1720-2010 and are for uplift in houses where failure is unlikely to affect an area greater than 25m2. For primary elements in structures other than houses or elements in a house for which failure would be greater than 25m2 these capacities must be multiplied by 0.94. For primary joints in essential services or post disaster buildings multiply by 0.88..
| Nail Requirements | ||
|---|---|---|
| Split Hanger Type | Supporting Member | Supported Member |
| 150 x 50 x 50 | 5 Nails each side (10 total) | 5 Nails each side (10 total) |
| 200 x 50 x 50 | 6 Nails each side (12 total) | 6 Nails each side (12 total) |
DESCRIPTION AND PACKAGING
Manufactured from 2.0mm Galvanised G2 Z275 Steel
| Product Code | Size (H x W x D) | Carton Quantity | Carton Kg. | |
|---|---|---|---|---|
| SH15050 | 150 x 50 x 50 | 20 | 4.4 | |
| SH20050 | 200 x 50 x 50 | 20 | 5.4 | |
| 30mm x 2.8Ø Multinail Nails (TA302) | ||||
Personalised. Local. Progressive.