AG922

Large reinforced angle brackets

Reinforced angle brackets are suitable for structural applications in framing and wood-frame houses.

CE Marking
ETA
Service class 2
Indoor
Electrogalvanized steel Z275

Product Details

Images

Features

Material

  • Galvanized steel S250GD + Z275 according to NF EN 10346.

Advantages

  • High lateral capacity
  • Hig rigidity
  • Allow concrete header

Application

Header member

  • Supporting member: solid wood, glued-laminated wood, concrete, steel, etc.
  • Supported member: solid wood, composite lumber, glued-laminated wood, triangular trusses, profiles, etc.

Intend Use

  • Fastening of small trusses.
  • Cladding plates, cladding uprights.
  • Rafter anchors, cantilevers, headers, etc.

Technical Data

Dimensions

Product Dimensions

References Product Dimensions [mm] Joist Holes flange B
A B C t Ø5 Ø13 Ø5 Ø13
AG922 121 79 150 2.5 26 2 18 2

Wood/wood connection beam/beam type - assembly with 2 angle brackets

References Product capacities - Timber beam to timber beam
Number of Fasteners Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
Joist Flange B R1.k R2.k = R3.k
Qty Qty CNA4.0x50 CNA4.0x50
AG922 16 13 18.5 29.5

To obtain the resistance values for a single bracket, the values in the above table should be divided by two, provided that the supported beam is locked in rotation. Please consult our ETA-06/0106 if the beam is free to rotate.

Wood/wood connection post/beam type - assembly with 2 angle brackets

References Characteristic Capacities [kN]
R1.k R2.k = R3.k
CNA4,0x50 CNA4,0x50
AG922 18.5 -

To obtain the resistance values for a single bracket, the values in the above table should be divided by two, provided that the supported beam is locked in rotation. Please consult our ETA-06/0106 if the beam is free to rotate.

Wood/rigid substrate connection beam/rigid substrate type - assembly with 2 angle brackets

References Product capacities - Timber beam to rigid support
Number of Fasteners Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
Joist Flange B R1.k R2.k = R3.k
Qty Type Qty Type CNA4.0x50 CNA4.0x50
AG922 16 CNA* 2 Ø12 30.6 48.2

* Refer to Characteristic Capacity table columns for type of fasteners that can be used in Flange A. Capacities vary depending on fastener type used.

The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. 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.

To obtain the resistance values for a single bracket, the values in the above table should be divided by two, provided that the supported beam is locked in rotation. Please consult our ETA-06/0106 if the beam is free to rotate.

Wood/rigid substrate connection post/rigid substrate type - assembly with 2 angle brackets

References Product capacities - Timber post to rigid support
Number of Fasteners Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
Joist Flange B R1.k
Qty Type Qty Type CNA4.0x50
AG922 12 CNA* 2 Ø12 37.5

* Refer to Characteristic Capacity table columns for type of fasteners that can be used in Flange A. Capacities vary depending on fastener type used.

The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. 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.

To obtain the resistance values for a single bracket, the values in the above table should be divided by two, provided that the supported beam is locked in rotation. Please consult our ETA-06/0106 if the beam is free to rotate.

Characteristic capacities - Beam/beam assembly - Connection with 1 bracket - F4

References Product capacities - Timber to timber
Number of Fasteners Characteristic capacities - Timber C24 - 1 angle brackets per connection [kN]
Joist Flange B R4.k
Qty Qty CNA4.0x50
AG922 12 13 22.6

Characteristic capacities - Beam/rigid support - Connection with 1 bracket - F4

References Characteristic capacities - Timber to rigid support
Number of Fasteners Characteristic capacities - Timber C24 - 1 angle brackets per connection [kN]
Joist Flange B R4.k
Qty Type Qty Type CNA4.0x50
AG922 12 CNA* 2 Ø12 24.8

Characteristic capacities - CLT beam to CLT beam - Ø12 connector screws - 2 angle brackets

References Product capacities - CLT beam to CLT beam - Ø12 connecteor screws - 2 angles brackets
Fasteners Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
Flange A Flange B R1.k R2.k = R3.k
Qty Type Qty Type SSH12x80 SSH12x80
AG922 2 SSH 2 SSH 23 23

Installation

Installation

Fasteners

On wood:

  • CNA annular ring-shank nails dia. 4.0 x 35 or dia. 4.0 x 50 mm.
  • CSA screws dia. 5.0 x 35 mm or CSA screws dia. 5.0 x 40 mm.
  • Bolts.
  • LAG screws.

On concrete:
Concrete substrate

  • Mechanical anchor: WA M10-78/5 OR WA M12-104/5 pin.
  • Chemical anchor: AT-HP resin + LMAS M10-120/25 or LMAS M12-150/35 threaded rod.

Hollow masonry substrate:

  • Chemical anchor: AT-HP or POLY-GP resin + LMAS M12-150/35 threaded rod + SH M16-130 screen.

On steel:

  • Bolts.

Installation

  1. Come with the joist close to the header,
  2. Add nails/screws to fix the angle bracket to the joist,
  3. If timber header, the angle bracket is also fixed to the header with screws or nails
  4. If concrete header, attached the angle bracket using installation details from the anchor

Technical Notes

Technical information

F1: tensile force in the central axis of the angle-bracket
Particular situation of a fastening with only one angle-bracket:

  • If the overall structure prevents the rotation of the purlin or the post, the tensile strength is equal to half of the given value for two angle-brackets.
  • Otherwise, the connection resistance depends on the « f » distance between the vertical contact surface and the point of load application.

F2 and F3: shear lateral force
Particular situation of a connection with only one angle-bracket:

  • The resistance value to consider is equal to half of the one given for two angle-brackets.

F4 and F5: transversal force directed towards or opposite the angle-bracket

  • The connection resistance depends on the « e » distance between the base of the angle-bracket and the point of load application.
  • To consult corresponding loads, contact us.

Only F1, F2 and F3 forces for connections with 2 angle-brackets are present on this sheet.
For more information, contact us.

Plan de clouage AG922

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