Microsites

Microsites

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
CE Marking
ETA
ETA
Electrogalvanized steel 20 µm
Electrogalvanized steel 20 µm
EPD
EPD
Service class 2
Service class 2

Product Details

Images

Skew 45° Left or Right
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

  • Timber to Timber 
     

Technical Data

Product Dimensions

Dimensions

ReferenceConnector Dimensions
OtherTimber size[mm]Product Dimensions[mm]Header holesJoist holes
Qty per BoxWeight[kg]Width[mm]HeightA[mm]B[mm]C[mm]D[mm]F[mm]t[mm]RoundRound
Min[mm]Max.[mm]Ø5[mm]Ø11[mm]Ø5[mm]
ET248300.273897145599265189461.51426
ET260300.334797145679555177351.516210
ET301300.342x38971451089555218351.516216

Wood/wood fastening- Characteristic values in kn

Dimensions

ReferenceHanger capacity
Characteristic capacities - Timber to timber - Full nailing
Number of FastenersProduct characteristic capacities - Timber C24[kN]Safe Working Loads[kN]
HeaderJoistR₁,ₖR​1,SWL,LongTerm
QtyQtyCNA4.0x35C24 header
ET24814.068.7-
ET26016.01010.5-
ET30116.01611.2-

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

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)

Show history

European Technical Assessment (ETA)

No history available

Environmental Product Declarations (EPD)

ZIP Packages

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Contact

Simpson Strong-Tie U.K.

Simpson Strong-Tie

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