AE

AE

These angles are used for connections wood / timber, or for connecting wooden structures in concrete, steel, masonry.

 

CE Marking
ETA
Service class 2
Indoor
Electrogalvanized steel Z275

Product Details

Features

Material

Steel quality:
• S250GD + Z275 according to DIN EN10346

Corrosion protection:
• 275 g / m galvanized on both sides 20mm

Benefits

• Connection wood / concrete
• Load in all directions 4

Application

Applicable materials

Wood, wood products, concrete, steel

Application area

• Coupling elements of wood or wooden materials, components made of wood / wood materials or concrete / steel


Values ​​for joint wood and wood, two connection / partial nailing

1) b = 80 and e = 120

*) The number of nails AE116: 8 pieces in F1, F4 / 5 and 9 pieces in the F2 / 3 - Other nails found in ETA.

If the timber when the connection cannot twist, half of the values ​​in the table can be adopted for connection with only one angle for R1 and R2 / 3 system.

If the purlins rotatable directions and forces F4 and F5 at other intervals, B and E, you can find more information on ETA.

Technical Data

Dimensions

Product Dimensions

References Tun / DB nr. NOB nr. Product Dimensions [mm] Joist Holes flange B
A B C t Ø5 Ø13 Ø5 Ø13
AE48 3779212 21220751 90 48 48 3 7 2 4 1
AE76-R 7742208 21594528 90 48 76 3 12 3 7 1
AE116 7742216 21594536 90 48 116 3 18 3 7 3

Capacities wood-wood connection - Full Nailing

References Product capacities - Timber to timber - Maximum nailing
Number of Fasteners Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
Joist Flange B R1.k R2.k = R3.k R4.k = R5,k
Qty Qty CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60
AE48 6 4 2.5 2.9 3.8 4.9 3.5 4 4.9 6 1.1/kmod^0.25 1.3/kmod^0.25 1.7/kmod^0.25 2.0/kmod^0.25
AE76-R 9 7 5.1 5.8 7.7 9.8 10.4 11.6 13.4 15.6 2.5/kmod^0.25 2.9/kmod^0.25 3.6/kmod^0.25 4.2/kmod^0.25
AE116 12 7 5.1 5.8 7.7 9.8 14.7 16.6 20 23.2 2.8/kmod^0.25 3.2/kmod^0.25 4/kmod^0.25 4.7/kmod^0.25

1) R4/5 is detemined for beam width b = 75 mm and eccentricity e = 130 mm.
The load capacity belongs to a load group with the modification factor kmod.

If the overall structure prevents the rotation of the purlin, the load values R1,k and R2/3,k in an assembly with only one bracket equal to half of the given value in the table

* For higher F2/F3 capacities, Load combination and other nail patterns, refer to ETA-06/0106

Capacities wood-wood connection / partialnailing

References Product capacities - Timber to timber - Partial nailing
Number of Fasteners Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
Joist Flange B R1.k R2.k = R3.k R4.k = R5,k
Qty Qty CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4,0x35 CNA4,0x40 CNA4,0x50 CNA4,0x60
AE48 4 4 2.5 2.9 3.8 4.9 3.4 3.9 4.7 5.4 1.1/kmod^0.25 1.3/kmod^0.25 1.7/kmod^0.25 2.0/kmod^0.25
AE76-R 7 7 5.1 5.8 7.7 9.8 8.2 9.5 11.4 13.1 2.5/kmod^0.25 2.9/kmod^0.25 3.6/kmod^0.25 4.2/kmod^0.25
AE116 8 7 5.1 5.8 7.7 9.8 11.9 13.8 16.9 19.4 2.8/kmod^0.25 3.2/kmod^0.25 4/kmod^0.25 4.7/kmod^0.25

1) R4/5 is detemined for beam width b = 75 mm and eccentricity e = 130 mm.
The load capacity belongs to a load group with the modification factor kmod.

If the overall structure prevents the rotation of the purlin, the load values R1,k and R2/3,k in an assembly with only one bracket equal to half of the given value in the table

* For higher F2/F3 capacities, Load combination and other nail patterns, refer to ETA-06/0106

Characteristic capacities - Timber to concrete

References Product capacities - Timber to Concrete
Number of Fasteners Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
Joist Flange B R1.k R2.k = R3.k R4.k = R5,k
Qty Type Qty Type CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4,0x35 CNA4,0x40 CNA4,0x50 CNA4,0x60
AE48 6 CNA* 1 M12 min: 12.3 ; 12.6/kmod min: 14.9 ; 12.6/kmod 12.6/kmod 12.6/kmod 1.9 2.1 3.2 3.5 min: 4.3 ; 3.7/kmod^0.25 min: 4.9 ; 4.2/kmod min: 5 ; 4.9/kmod^0.25 min: 5.0 ; 4.9/kmod
AE76-R 9 CNA* 1 M12 min: 18.7 ; 16.8/kmod min: 22.7 ; 16.8/kmod 16.8/kmod 16.8/kmod 6.7 7.5 10.3 11.2 3.1/kmod^0.25 3.5/kmod^0.25 4.4/kmod^0.25 5.2/kmod^0.25
AE116 12 CNA* 2 M12 20.7 25.1 min: 33.3 ; 28.1/kmod min: 38.1 ; 28.1/kmod 23 25.8 25.5 27.7 8.8/kmod^0.25 10.1/kmod^0.25 min: 12.9 ; 10.6/kmod^0.25 min: 15.7 ; 11.5/kmod

1) R4/5 is detemined for beam width b = 75 mm and eccentricity e = 130 mm.
The load capacity belongs to a load group with the modification factor kmod. The characteristic anchoring strength of the bolt must be minimum 15,3 kN for both withdrawal and shear force. The bearing capacity value for the assembly must be reduced proportionally if the bearing capacities of the bolt is less than 15,3 kN.

If the overall structure prevents the rotation of the purlin, the load values R1,k and R2/3,k in an assembly with only one bracket equal to half of the given value in the table

*For higher F2/F3 capacities, Load combination and other nail patterns, refer to ETA-06/0106

Product capacities - CLT Beam to CLT beam - Ø12 connector screws - 2 angle brackets

References Product capacities - CLT beam to CLT beam - Ø12 connector screws - 2 angle brackets
Fasteners Characteristic capacities - Timber CLT- 2 angle brackets per connection [kN]
Flange A Flange B R1.k R2.k = R3.k
Qty Type Qty Type SSH12x80 SSH12x80
AE116 3 SSH 3 SSH 33 29.5

Installation

Installation

Installation

  • Timber to timber:
    • CNA4,0xℓ nails or CSA5,0xℓ screws for fastening in wood.
  • Timber to concrete :
    • One or two M12 bolts with washer US40/40/10G for fastening.
  • CLT beam to CLT beam :
    • SSH Ø 12.0 x 80 mm (for AE116)