AJ

They are suitable for connections wood / timber to the supporting structure. Suitable structures for attachment with a higher discharge force
material

Technical Data Sheet

CE Marking

ETA

Service class 2

Available in Connector Selector

Product Details

Images

Features

Material

Steel quality:

S250GD + Z275 according to DIN EN10346

Corrosion protection:

275 g / m galvanized on both sides 20mm

Benefits

• Powerful angle in various widths

Application

Applicable materials

Wood, wood materials.

Application area

• joints of wooden beams and columns made of wood or concrete

Technical Data

Dimensions

Dimensions and drill holes

References	Tun / DB nr.	NOB nr.	Product Dimensions [mm]				Joist	Holes flange B
References	Tun / DB nr.	NOB nr.	A	B	C	t	Ø5	Qty
AJ60416	5653126	43910818	164	84	60	4	8	7
AJ80416	5653324	22998686	164	84	80	4	11	9
AJ99416	5653332	28994275	164	84	100	4	12	11

Load bearing table (Characteristic values) - Beam to beam assembly

References	Fastener				Characteristic capacities - 2 angle brackets per connection [kN]
	Joist		Flange B		R_1,k	R_2/3,k	R_4/5,k *
	Qty	Type	Qty	Type	R_1,k	R_2/3,k	R_4/5,k *
AJ60416	8	CNA4.0x40	7	CNA4.0x60	11.1/kmod^0.2	7.8	4.1/kmod^0.25
AJ80416	11	CNA4.0x40	9	CNA4.0x60	15.3/kmod^0.2	10	5.5/kmod^0.25
AJ99416	12	CNA4.0x40	11	CNA4.0x60	19.3/kmod^0.1	13	7.1/kmod^0.25

* Determined for a beam width b = 75 mm and an essentricity e = 130 mm.

k_mod is the modification factor for the load group where the required carrying capacity belongs.

** Nailing: Full nailing with CNA4,0x40 nails in the vertical flange and CNA4,0x60 nails in the horisontal flange. If the purlin is prevented in rotation, the carrying capacity R_1,k og R_2/3,k in an assembly with a single angle bracket be half the table value. If the purlin can rotate, refer to ETA.

Example
2 angle brackets AJ99416 in a beam-beam assembly, load group: medium; k_mod = 0,8. Purlin width b = 100 mm. Full nailing with 12 x CNA4,0x40 nails in the vertical flange and 11 x CNA4,0x60 nails in the horisontal flange.

Loads: F_1,d = 6,7 kN og F_5,d = 1,8 kN acting e = 160 mm above the beam. The carrying capacity must be found in the ETA as the purlin width b and the distance e are different from the values.

R_1,d = table value x k_mod / γ_M= (19,3 / 0,8^0,1) x 0,8 / 1,35 = 11,7 kN

R_5,d = min. ((7,93 x 100 + 174) / (160-4) / 1,35 = 4,6); (10,9 / 1,35 = 8,1)) = 4,6 kN