ABR255

Reinforced Angle Bracket for CLT

Reinforced angle bracket ABR255 has been especially developed to fix CLT panels on wood or concrete support. Very versatile, it is particularly resistant to shear loads thanks to its optimized geometry.

CE Marking
ETA
Service class 2
Indoor
Electrogalvanized steel Z275

Product Details

Images

Features

Material

  • Galvanized steel S250GD + Z275 according to EN 10346
  • Thickness 3 mm

Benefits

  • Ideal for use in CLT buildings
  • Great versatility: can be installed on wooden support and concrete support
  • High performance for horizontal (F2 / F3) and vertical (F1) loads directions

Application

Suitable On

  • Supporting member: solid wood, glulam, CLT, concrete, steel
  • Supported member: solid wood, glulam, CLT

Scope

  • Solid panels
  • Cross laminated panel (CLT)

Technical Data

Dimensions

Product dimensions

References DB nr. Product dimensions [mm] Holes flange A Holes flange B Box Quantity
A B C t Ø5 Ø14 Ø5 Ø14
ABR2551901628120100255352241410

Product characteristic capacities - Timber to timber - 1 angle bracket - Full nailing - Nailing pattern 1

References Product capacities - Timber to timber - Full nailing - Nailing pattern 1
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k R5.k
Qty Qty CNA4.0x... CNA4.0x... CNA4.0x... CNA4.0x...
CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 ​CNA4.0x35 ​CNA4.0x40 ​CNA4.0x50 ​CNA4.0x60
ABR255524114,1 / kmod^0,416 / kmod^0,419,5/ kmod^0,422,5 / kmod^0,433.53745.950.512.514.918.221.1min (14.3 / kmod^0,4; 13.4/kmod)min (15.7 / kmod^0,4; 13.4/kmod)min (18.8 / kmod^0,4; 13.4/kmod)13.4/kmod

The value in the table above can be used if the panel can't rotate.

Characteristic Capacities - Timber to Timber - 1 Angle Bracket - Full Nailing - Nailing Pattern 1

References Product capacities - Timber to timber – Full nailing - Nailing Pattern 1
Fasteners Characteristic capacities - Timber C24 - 1 angle brackets per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k R5.k
Qty Qty CNA4.0x... CNA4.0x... CNA4.0x... CNA4.0x...
CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 ​CNA4.0x35 ​CNA4.0x40 ​CNA4.0x50 ​CNA4.0x60
ABR255524114.716.720.323.533.53745.950.512.514.918.221.114.814.814.814.8
  • The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where kmod = 0.9.
  • For other load duration and service class, please refer to the ETA.

Product characteristic capacities - Timber to timber - 1 angle bracket - Partial nailing - Nailing pattern 2

References Product capacities - Timber to timber - Partial nailing - Nailing pattern 2
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k R5.k
Qty Qty CNA4.0x... CNA4.0x... CNA4.0x... CNA4.0x...
CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 ​CNA4.0x35 ​CNA4.0x40 CNA4.0x50 CNA4.0x60 ​CNA4.0x35 ​CNA4.0x40 ​CNA4.0x50 CNA4.0x60
ABR255302312,2 / kmod^0,413,7 / kmod^0,416,5 / kmod^0,419,5 / kmod^0,427.430.53842.112.213.816.919.5min (11.5 ; 13.9/kmod)min (13.6 ; 13.9/kmod)min (18 ; 13.9/kmod)min (22 ; 13.9/kmod)

The value in the table above can be used if the panel can't rotate.

Characteristic Capacities - Timber to Timber - 1 Angle Bracket - Partial Nailing - Nailing Pattern 2

References Product capacities - Timber to timber – Partial nailing - Nailing pattern 2
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k R5.k
Qty Qty CNA4.0x... CNA4.0x... CNA4.0x... CNA4.0x...
CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 ​CNA4.0x35 ​CNA4.0x40 ​CNA4.0x50 ​CNA4.0x60
ABR255302312.714.317.220.327.430.53842.112.213.816.919.511.513.615.415.4
  • The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where kmod = 0.9.
  • For other load duration and service class, please refer to the ETA.

Product characteristic capacities - Timber to timber - 1 angle bracket - Partial nailing - Nailing pattern 4

References Product capacities - Timber to timber - Partial nailing - Nailing pattern 4
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1,k R2,k = R3,k R4.k R5.k
Qty Qty CNA4,0x... CNA4.0x... CNA4.0x... CNA4.0x...
CNA4.0x50 CNA4.0x60 CNA4.0x50 CNA4.0x60 CNA4.0x50 CNA4.0x60 ​CNA4.0x50 CNA4.0x60
ABR255242115,6/kmod^0,418,1/kmod^0,428.631.415.918.310.8/kmod^0.3min (12.7/kmod^0,3 ; 12.8 / kmod)

The value in the table above can be used if the panel can't rotate.

Nailing pattern 4 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.  

Characteristic Capacities - Timber to Timber - 1 Angle Bracket - Partial Nailing - Nailing Pattern 4

References Product capacities - Timber to timber - Partial nailing - Nailing pattern 4
Fasteners ​Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k R5.k
Qty Qty CNA4.0x50 CNA4.0x60 CNA4.0x50 CNA4.0x60 CNA4.0x50 CNA4.0x60 CNA4.0x50 CNA4.0x60
ABR255242116.218.828.631.415.918.311.116.7
  • The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where kmod = 0.9.
  • For other load duration and service class, please refer to the ETA.

Product characteristic capacities - Timber to timber - 1 angle bracket - Partial nailing - Nailing pattern 5

References Product capacities - Timber to timber - Partial nailing - Nailing pattern 5
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1,k R2,k = R3,k
Qty Qty CSA5.0x50 CSA5.0x50
ABR255464123,6 / kmod51.7

The value in the table above can be used if the panel can't rotate.

Nailing pattern 5 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.  

Product characteristic capacities - Timber to timber - 1 angle bracket - Partial nailing - Nailing pattern 6

References Product capacities - Timber to timber - Partial nailing - Nailing pattern 6
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1.k R2,k = R3,k
Qty Qty CNA4.0x50 CNA4.0x60 CNA4.0x50 CNA4.0x60
ABR2553221--36.139.2

The value in the table above can be used if the panel can't rotate.

Nailing pattern 6 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.  

Characteristic Capacities - CLT Beam to CLT Beam - Ø12 Connector Screws - 1 Angle Bracket

References Product capacities - CLT beam to CLT beam - Ø12 connector screws - 2 angle 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
ABR2552SSH4SSH13.416.6

Product characteristic capacities - Timber to rigid support - 1 angle bracket - Full nailing - Nailing pattern 1

References Product capacities - Timber to Concrete - Full nailing - Nailing pattern 1
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k R5.k
Qty Type Qty Type CNA4.0x... CNA4.0x... CNA4.0x... CNA4.0x...
35-50-60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 35-50-60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 ​CNA4.0x35 ​CNA4.0x40 ​CNA4.0x50 CNA4.0x60
ABR25552CNA2Ø1222 / kmod22 / kmod22 / kmod22 / kmod22 / kmod3336min (45,3 ; 42,9/kmod)min (49,2 ; 42,9/kmod)18.3 / kmod^0,718.3/kmod^0,718.3/kmod^0,718.3/kmod^0,718.3/kmod^0,7min (17.1/kmod^0.25 ; 17.7/kmod)min (19.5/kmod^0.25 ; 17.7/kmod)min (23.5/kmod^0.25 ; 17.7/kmod)min (27.3/kmod^0.25 ; 17.7/kmod)

The value in the table above can be used if the panel can't rotate.

The anchors must be checked seperatly using tension value of 1.1*F1, 1*F2 and 1.1*F5

Characteristic Capacities - Timber to Rigid Support - 1 Angle Bracket - Full Nailing - Nailing Pattern 1

References Product capacities - Timber to Concrete - Full nailing - Nailing Pattern 1
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k R5.k
Qty Type Qty Type CNA4.0x... CNA4.0x... CNA4.0x... CNA4.0x...
CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 ​CNA4.0x35 ​CNA4.0x40 ​CNA4.0x50 ​CNA4.0x60
ABR25552CNA2Ø1224.424.424.424.425.129.245.349.219.719.719.719.717.519.619.619.6
  • The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where kmod = 0.9.
  • For other load duration and service class, please refer to the ETA
  • 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 Set-XP, AT-HP, depending on the concrete type, spacing and edge distances.

Product characteristic capacities - Timber to rigid support - 1 angle bracket - Partial nailing - Nailing pattern 2

References Product capacities - Timber to Concrete - Partial nailing - Nailing pattern 2
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k R5.k
Qty Type Qty Type CNA4.0x... CNA4.0x... CNA4.0x... CNA4.0x...
CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 35-50-60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 ​CNA4.0x35 ​CNA4.0x40 ​CNA4.0x50 CNA4.0x60
ABR25530CNA2Ø1215.9418.8min (24,8 ; 22 / kmod)min (30,3 ; 22 / kmod)21.623.7293218.3 / kmod^0,718.3/kmod^0,718.3/kmod^0,718.3/kmod^0,718.3/kmod^0,715.3/kmod^0.616.5/kmod^0.6min (19.9/kmod^0.4 ; 17.7 / kmod)min (23.3/kmod^0.4 ; 17.7 / kmod)

The value in the table above can be used if the panel can't rotate.

The anchors must be checked seperatly using tension value of 1.1*F1, 1*F2 and 1.1*F5

Characteristic Capacities - Timber to Rigid Support - 1 Angle Bracket - Partial Nailing - Nailing Pattern 2

References Product capacities - Timber to Concrete - Partial nailing - Nailing Pattern 2
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k R5.k
Qty Type Qty Type CNA4.0x... CNA4.0x... CNA4.0x... CNA4.0x...
CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 ​CNA4.0x35 ​CNA4.0x40 ​CNA4.0x50 ​CNA4.0x60
ABR25530CNA2Ø1215.9418.824.424.421.623.729.33220.320.320.320.316.217.519.619.6
  • The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where kmod = 0.9.
  • For other load duration and service class, please refer to the ETA 
  • 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 SET-XP and AT-HP, depending on the concrete type, spacing and edge distances.

Product characteristic capacities - Timber to rigid support - 1 angle bracket - Partial nailing - Nailing pattern 4

Table "Product characteristic capacities - Timber to rigid support - 1 angle bracket - Partial nailing - Nailing pattern 4" cannot be displayed : no references available.

The value in the table above can be used if the panel can't rotate.

The anchor capacities must be checked separatly by multiplying the F1 load by a factor 1.1, F2 load by a factor of 1 and F5 by a factor of 2.2.

Nailing pattern 4 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.  

Characteristic Capacities - Timber to Rigid Support - 1 Angle Bracket - Partial Nailing - Nailing Pattern 4

Table "Characteristic Capacities - Timber to Rigid Support - 1 Angle Bracket - Partial Nailing - Nailing Pattern 4" cannot be displayed : no references available.
  • The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where kmod = 0.9.
  • For other load duration and service class, please refer to the ETA
  • 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 SET-XP and AT-HP, depending on the concrete type, spacing and edge distances.

Product characteristic capacities - Timber to rigid support - 1 angle bracket - Partial nailing - Nailing pattern 7

References Product capacities - Timber to concrete - Partial nailing - Nailing pattern 7
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1.k R2.k = R3.k
Qty Type Qty Type CNA4.0x50 CNA4.0x60 CNA4.0x50 CNA4.0x60
ABR25530CNA2Ø12--39.842.5

The value in the table above can be used if the panel can't rotate.

The anchor capacities must be checked separatly by multiplying the F2 load by a factor of 1.

Nailing pattern 7 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.  

Product characteristic capacities - Timber to rigid support - 1 angle bracket - Partial nailing - Nailing pattern 8

References Product capacities - Timber to Concrete - Partial Nailing - Nailing pattern 8
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k R5.k
Qty Type Qty Type CNA4.0x... CNA4.0x... CNA4.0x... CNA4.0x...
CNA4.0x50 CNA4.0x60 CNA4.0x50 CNA4.0x60 CNA4.0x50 CNA4.0x60 CNA4.0x50 CNA4.0x60
ABR25517CNA2Ø12202024.926.518.3/kmod^0.718.3/kmod^0.75.9/kmod^0.66.7/kmod^0.5

The value in the table above can be used if the panel can't rotate.

The anchor capacities must be checked separatly by multiplying the F1 load by a factor 1.1, F2 load by a factor of 1 and F5 by a factor of 2.2.

Nailing pattern 8 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.  

Characteristic Capacities - Timber to Rigid Support - 1 Angle Bracket - Partial Nailing - Nailing Pattern 8

References Product capacities - Timber to concrete - Partial nailing - Nailing pattern 8
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k R5.k
Qty Type Qty Type CNA4.0x50 CNA4.0x60 CNA4.0x50 CNA4.0x60 CNA4.0x50 CNA4.0x60 CNA4.0x50 CNA4.0x60
ABR25517CNA2Ø1223.425.824.926.519.719.76.27
  • The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where kmod = 0.9.
  • For other load duration and service class, please refer to the ETA
  • 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 SET-XP and AT-HP, depending on the concrete type, spacing and edge distances.

Product characteristic capacities - Timber to rigid support - 1 angle bracket - Partial nailing - Nailing pattern 9

References Product capacities - Timber to Concrete - Partial nailing - Nailing pattern 9
Fasteners Characteristic capacities - Timber C24 - 1 angle bracket per connection [kN]
Flange A Flange B R1.k R2.k = R3.k
Qty Type Qty Type CSA5.0x50 CSA5.0x50
ABR25535CSA2Ø12min (79,5 ; 22 / kmod)min (58 ; 57,6 / kmod)

The value in the table above can be used if the panel can't rotate.

The anchor capacities must be checked separatly by multiplying the F1 load by a factor 1.1 and F2 load by a factor of 1.

Nailing pattern 9 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.  

Installation

Installation

Fasteners

On wood :

  • CNA annular ring shank nails
  • CSA screws 

On concrete :

  • Mechanical anchor: M12
  • Chemical anchor: SET-XP or AT-HP resin + LMAS M12-150/35 threaded rod.

Certification

Declaration of Performance (DoP)

European Technical Assessment (ETA)

eta-06-0106.pdf (13.43 MB)

Buy from Distributor

No items available.

Contact

Simpson Strong-Tie Poland

Simpson Strong-Tie Etanco P.S.A.

ul. Karczunkowska 42
02-871 Warszawa
Poland