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
c
Technical Data
Wood/wood fastening- Characteristic values in kn
References | 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 | |||||
ET248 | 14 | 6 | 8.7 | 2 | 3.6 |
ET260 | 16 | 10 | 10.5 | 5.4 | 4.4 |
ET301 | 16 | 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
References | 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 | |
ET248 | 2 | Ø10 | 6 | CNA** | 8.7 | 1.9 |
ET260 | 2 | Ø10 | 10 | CNA** | 10.5 | - |
ET301 | 2 | Ø10 | 16 | 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
References | Product capacities - Timber to timber - with SSH screws | |||||
---|---|---|---|---|---|---|
Fasteners | Product characteristic capacities - Timber C24 [kN] | |||||
Header | Joist | R1.k | R2.k | |||
Qty | Type | Qty | Type | |||
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.