AG

AG

They are ideal for those connections that need to transfer large forces, such as rafters, purlins, wood beams
40412 bracket are 4 mm thick, saving angle is AG40312 only 3 mm thick

 

CE Marking
ETA
Service class 2
Indoor
Electrogalvanized steel Z275

Product Details

Images

Features

Material

Steel quality:

• S250GD + Z275 according to DIN EN10346

Corrosion protection:

• 275 g / m galvanized on both sides 20mm

Benefits

• Universal bracket for supporting a structural purposes

Application

Applicable materials

• Wood and wood products

Application area

• Wood and wood products

Values for joint wood and wood, two connections
Values for wood and concrete joint, two connecting

Technical Data

Dimensions

Product Dimensions

References Tun / DB nr. NOB nr. Product Dimensions [mm] Joist Holes flange B Box Quantity
A B C t Ø5 Ø8,5 Ø11 Ø5 Ø8,5 Ø11
AG40312168060221220819119914031012611100
AG4041289777202159449412092404101261150
AG4031456535632179408614191403121261150
AG4041456535892179410214292404121261150

Product Capacities - Beam to Beam and Beam to Column

References 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 CNA4.0x40 CNA4.0x60 CNA4.0x40 CNA4.0x60 CNA4.0x40 CNA4.0x60
AG40312442.94,2/kmod^0,33.351,3/kmod^0,251,8/kmod^0,25
AG404124434.93.24.41,4/kmod^0,252,2/kmod^0,25
AG40314442.94,2/kmod^0,33.351,3/kmod^0,251,8/kmod^0,25
AG404144434.93.24.41,4/kmod^0,252,2/kmod^0,25

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.

Product Capacities - Beam or Column to concrete

References 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 CNA4.0x40 CNA4.0x60 CNA4.0x40 CNA4.0x60 CNA4.0x40 CNA4.0x60
AG404124CNA1M10 Boltmin (10,5 ; 8,1/kmod)8,1/kmodmin (1,0 ; 1,0/kmod)1,0/kmodmin (4,3 x kmod^0,5 ; 2,9/kmod)min (4,3 ; 2,9/kmod)
AG404144CNA1M10 Boltmin (10,5 ; 8,1/kmod)8,1/kmodmin (1,0 ; 1,0/kmod)1,0/kmodmin (4,3 x kmod^0,5 ; 2,9/kmod)min (4,3 ; 2,9/kmod)

The load capacity belongs to a load group with the modification factor kmod.

1) R4/5,k is determined for beam width b = 75 mm and essentricity e = 130 mm. See ETA for other values of b and e.

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 table 2. See ETA if the purlin is able to rotate.

The Bolt must have a characteristic withdrawal strength of min. 10 kN and used with a washer US60/60/6. In case of lower Bolt strengtf, the capacity must be reduced accordingly.

Installation

Installation

Fixing

  • The fixing needs to be done with CNA4,0xℓ threaded nails or CSA5,0xℓ screws.
  • The fixing needs to be done with a M10 bolt and US60x60x6 washer for fixing on concrete.

Certification

Declaration of Performance (DoP)

European Technical Assessment (ETA)

eta-06-0106.pdf (13.43 MB)

ZIP Packages

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Contact

Simpson Strong-Tie Poland

Simpson Strong-Tie Etanco P.S.A.

ul. Karczunkowska 42
02-871 Warszawa
Poland