Skewed 45° Hanger (right and left)
The ET is used for supporting skewed timber joists from timber members. This range is tested and standardised with a 45° skew angle left or right.




Product Details
Features
Material
- Pre-galvanised mild steel
Benefits
- Install carried members at 45° skew left or right
- Fix to solid sawn timber
Application
Suitable On
- Supporting member: solid wood, engineered timber (e.g. LVL, truss, glulam), concrete, steel
- Supported member: solid wood
Applications
- Timber to Timber
Technical Data
Product Dimensions
| Reference | Connector Dimensions | |||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Other | Timber size[mm] | Product Dimensions[mm] | Header holes | Joist holes | ||||||||||||
| NOB nr. | Tun / DB nr. | Qty per Box | Weight[kg] | Width[mm] | Height | A[mm] | B[mm] | C[mm] | D[mm] | F[mm] | t[mm] | Round | Round | |||
| Min[mm] | Max.[mm] | Ø5[mm] | Ø11[mm] | Ø5[mm] | ||||||||||||
| ET260 | 50639937 | 1862289 | 30 | 0.33 | 47 | 97 | 145 | 67 | 95 | 55 | 177 | 35 | 1.5 | 16 | 2 | 10 |
| ET301 | - | - | 30 | 0.34 | 2x38 | 97 | 145 | 108 | 95 | 55 | 218 | 35 | 1.5 | 16 | 2 | 16 |
Wood/wood fastening- Characteristic values in kn
| Reference | Hanger capacity | |||||
|---|---|---|---|---|---|---|
| Characteristic capacities - Timber to timber - Full nailing | ||||||
| Number of Fasteners | Product characteristic capacities - Timber C24[kN] | Safe Working Loads[kN] | ||||
| Header | Joist | R₁,ₖ | R₂,ₖ | R1,SWL,LongTerm | ||
| Qty | Qty | CNA4.0x35 | CNA4.0x35 | C24 header | CNA4.0x35 | |
| ET260 | 16.0 | 10 | 10.5 | 5.4 | - | 4.4 |
| ET301 | 16.0 | 16 | 11.2 | 6.3 | - | 4.7 |
Use a LS30 Skewable Angle for extra stability if the joist height exceeds 195mm
Product Capacities - Timber to Concrete
| Reference | Hanger capacity | |||||
|---|---|---|---|---|---|---|
| Characteristic capacities - Timber to concrete or steel | ||||||
| Number of Fasteners | Product characteristic capacities - Timber C24[kN] | |||||
| Header | Joist | R₁,ₖ | R₂,ₖ | |||
| Qty | Type | Qty | Type | CNA4.0x35 | CNA4.0x35 | |
| ET260 | 2.0 | Ø10 | 10.0 | CNA** | 10.5 | - |
| ET301 | 2.0 | Ø10 | 16.0 | CNA** | 11.2 | - |
Use a LS30 Skewable Angle for extra stability if the joist height exceeds 195mm
* Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions are BOAXII, SET-XP, WA, AT-HP, depending on the concrete type, spacing and edge distances. The values in this table are given for an installation in the middle of a concrete slab. In other installation condition (close to the edge,...), the designer must check the anchor separately (Our free software Anchor Designer is available for download on our website).
** Refer to Characteristic Capacity table columns for type of fasteners that can be used in Flange A. Capacities vary depending on fastener type used.
Product characteristic capacities - Timber beam to timber beam - with SSH screws
| Reference | Hanger capacity | |||
|---|---|---|---|---|
| Product capacities - Timber to timber - with SSH screws | ||||
| Number of Fasteners | Product characteristic capacities - Timber C24[kN] | |||
| Joist | Header | R₁,ₖ | R₂,ₖ | |
| Qty | Qty | |||
| ET260 | - | - | - | - |
Installation
Installation
Fasteners on header
Wood substrate:
- CNA annular ring-shank nails dia. 4.0 x 35 mm
Steel substrate:
- Bolts dia. 12 mm (bolt diameter cannot be more than 2 mm smaller than the drill hole diameter)
Concrete substrate:
- Mechanical anchor: M10 x FM-753 - Length to be confirmed by Enginee
- Chemical anchor: AT-HP resin + LMAS M10 Rod - Length to be confirmed by Engineer
Installation
Use all specified fasteners. See General Notes.
Verify that the header can take the required fasteners specified in the table.
Multi-ply joists must be connected together so that they act as one single element.
Certification
Environmental Product Declarations (EPD)
CAD and BIM Library
ZIP Packages
-
2D
2D DWG ZIP3D/3D Simplified
SAT ZIP