ET

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.

CE Marking
ETA
Service class 2
Electrogalvanized steel 20 µm

Product Details

Images

ET248
ET260 - Timber Installation
ET301 - Timber Installation

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

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Technical Data

Dimensions

Product Dimensions

References Joist Size [mm] Product Dimensions [mm] Header holes Joist holes Box Quantity
Width Height A B C D F t Ø5 Ø11 Ø5
Min Max.
ET2483897145599265189461.5142630
ET2604797145679555177351.51621030
ET3012x38971451089555218351.51621630

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 R​1,SWL,LongTerm
Qty Qty CNA4,0x35 C24 Header
CNA4,0x35
ET2481468.73.6
ET260161010.54.4
ET301161611.24.7

Use a LS30 Skewable Angle for extra stability if the joist height exceeds 195mm

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
ET2482SSH10.0x406CNA4.0x354.81.5

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

Declaration of Performance (DoP)

European Technical Assessment (ETA)

Related Products

CAD and BIM Library

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Contact

Simpson Strong-Tie U.K.

Simpson Strong-Tie

Cardinal Point, Winchester Road
Tamworth
Staffordshire
B78 3HG
United Kingdom