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Angle connector Type A

Angle bracket type A BB
ANGL-WOCON-A-90X90X65X2,5

Art.-no. 5390200090
EAN 4052703120857
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Angle connector Type A

Art.-no. 5390200090

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Quantity
PU
x 50 pcs

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The type A angle bracket without web is ideal for high-quality load-bearing wood-to-wood and wood-to-steel connections. They are universally suitable for standard connections such as intersecting timbers.
  • Sheet metal hot-dip galvanised on both sides (S250GD + Z275 [approx. 20 µm]) in line with EN 10346:2009

  • Application in utilisation classes 1 and 2 in line with EN 1995:2013
Proof of Performance European Technical Approval ETA 08/0183, with the exception of art. no. 5390200050
Notice

The transverse tensile stress of the connected timbers must be observed and verified if necessary. Traverse tension reinforcement can be implemented using ASSY plus VG full-thread screws. ETA 08 / 0183 specifications must be observed.

European Technical Approval ETA 08/0183, with the exception of art. no. 5390200050

Application area

For load-bearing connections of timber joists to wood or steel, e.g. beam to beam, purlin to beam, sill to stud, transom to support, or for securing the position of beams.

Instructions

Suitable fasteners:


Comb/ribbed nail in line with EN 14592: 4.0 x 60-100 mm

Type

A

Width x height x depth

65 x 90 x 90 mm

Thickness

2.5 mm

Design

Without bar

Number of D 13 mm holes in subcarrier nJ/main carrier nH

2 + 3 PCS

Number of D 5 mm holes in subcarrier nJ + main carrier nH

9 + 6 PCS

Approval

ETA-08/0183

Product weight (per item)

196.080 g

Material

Aluzinc structural steel, 1.0242

Surface

Hot dip galvanized

Material designation

S250GD

Characteristic load-bearing capacities in kN;
1 piece angle bracket type A with Würth anchor nails
Type A angle bracket
Article number ETA Anchor nail in 1 type A angle bracket per connection 3)
F1,Rk F2 / 3,Rk F4,Rk F5,Rk
Width x length x depth in mm Wood Steel Wood Wood Steel Wood Steel
mm kN kN kN kN kN kN kN
Without rib 35x50x50x2.5 0681 050 040 09/0216 4x40 1.101) 0.921) 1,31 --- --- --- ---
40x90x90x3.0 0681 090 040 09/0216 4x40 1,21 1,14 2,40 --- --- --- ---
55x70x70x2.5 0681 070 055 09/0214 4x40 1,58 0,92 2,90 --- --- --- ---
65x90x90x2.5 0681 090 065 09/0214 4x40 2,50 1,38 3,67 --- --- --- ---
90x105x105x3.0 0681 100 090 09/0214 4x40 3,76 2,28 5,94 --- --- --- ---
55x70x70x2.5 5390 200 070 08/0183 4x40 1,53 0,78 3,79 --- --- --- ---
65x90x90x2.5 5390 200 090 08/0183 4x60 4,04 1,17 4,78 --- --- --- ---
90x105x105x3.0 5390 200 105 08/0183 4x60 4,05 2,25 6,40 --- --- --- ---
With rib 65x90x90x2.5 0681 090 965 09/0214 4x40 1,25 3,15 3,53 7,03 3,66 1,98 1,17
90x105x105x3.0 0681 100 990 09/0214 4x40 2,51 7,91 5,06 9,96 9,21 2,95 4,82
55x70x70x2.5 5390 201 070 08/0183 4x40 1,58 2,29 2,75 The load-bearing capacity depends on the geometry of the connected component 4), see tables F4 and F5
65x90x90x2.5 5390 201 090 08/0183 4x60 3,23 4,30 4,20
90x105x105x3.0 5390 201 105 08/0183 4x60 5,90 7,00 4,80
55x70x70x1.5 5390 202 070 08/0183 4x60 5,40 --- 6,35 --- --- --- ---
65x90x90x1.5 5390 202 090 08/0183 4x60 4,90 --- 6,10 --- --- --- ---
90x105x105x1.5 5390 202 105 08/0183 4x60 9,20 --- 8,50 --- --- --- ---
3) When using one angle bracket per connection, the connected component must be secured against twisting.
4) The F4 and F5 loads affect the top edge of the connected component. Securing against twisting is not required.
The specified load-bearing capacities apply to softwood with 350 kg / m³ ≤ Ƥk ≤ 420 kg / m³.
For woods with 290 kg / m3 ≤ Ƥk ≤ 350 kg / m3, the specified wood load-bearing capacities must be multiplied by the factor kdens:
tSteel ≥ 2.5 mm: kdens= (pk / 350)^2
tSteel = 1.5 mm: kdens= (pk / 350)^0.8
Design values of the load-bearing capacities: Fi,Rd = min {Fi,Wood,Rd; Fi,Steel,Rd}
Failure of the fastener in the wood: Fi,Wood,Rd = kmod / ƳM,Wood × Fi,Wood,Rk with ƳM,Wood = 1.3
Steel failure of the connector: Fi,Steel,Rd = Fi,Steel,Rk / ƳM,Steel with ƳM,Steel = 1.25
If several loads act simultaneously, the following condition must be met:


The specified nailing patterns must be observed in accordance with the relevant ETA.
NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Characteristic load-bearing capacities in kN;
2 piece angle bracket type A with Würth anchor nails
Type A angle bracket Article number ETA Anchor nails 2 type A angle brackets per connection
Width x length x depth F1,Rk F2 / 3,Rk F4 / 5,Rk2)
Wood Steel Wood Wood Steel
(mm) kN kN kN kN kN
Without rib 35x50x50x2.5 0681 050 040 09/0216 4.0x40 2.191) 1.841) 2,63 6,99 2,00
40x90x90x3.0 0681 090 040 09/0216 4.0x40 2,41 2,28 4,80 4,13 4,28
55x70x70x2.5 0681 070 055 09/0214 4.0x40 3,15 1,84 5,80 5,34 4,34
65x90x90x2.5 0681 090 065 09/0214 4.0x40 5,00 2,77 7,34 7,82 4,45
90x105x105x3.0 0681 100 090 09/0214 4.0x40 7,52 4,55 11,90 9,30 8,46
55x70x70x2.5 5390 200 070 08/0183 4.0x40 3,05 1,56 7,57 6,10 3,63
65x90x90x2.5 5390 200 090 08/0183 4.0x60 8,07 2,34 9,55 9,67 3,99
90x105x105x3.0 5390 200 105 08/0183 4.0x60 8,09 4,50 12,80 10,60 7,98
With rib 65x90x90x2.5 0681 090 965 09/0214 4.0x40 2,50 6,31 7,06 7,03 4,17
90x105x105x3.0 0681 100 990 09/0214 4.0x40 5,01 15,80 10,10 9,96 13,10
55x70x70x2.5 5390 201 070 08/0183 4.0x40 3,16 4,57 5,49 5,65 4,12
65x90x90x2.5 5390 201 090 08/0183 4.0x60 6,46 8,59 8,39 8,91 6,55
90x105x105x3.0 5390 201 105 08/0183 4.0x60 11,80 14,00 9,60 11,90 11,80
55x70x70x1.5 5390 202 070 08/0183 4.0x60 10,80 --- 12,70 11,00 ---
65x90x90x1.5 5390 202 090 08/0183 4.0x60 9,80 --- 12,20 13,50 ---
90x105x105x1.5 5390 202 105 08/0183 4.0x60 18,40 --- 17,00 16,40 ---
1) Only for purlin connections.
2) For the load F4 / 5 , the additional force ΔF1,d = F4 / 5,d × e / b must be taken into consideration.
The specified load-bearing capacities apply to softwood with 350 kg / m³ ≤ Ƥk ≤ 420 kg / m³.
For woods with 290 kg / m3 ≤ rk < 350 kg / m3, the specified wood load-bearing capacities must be multiplied by the factor kdens :
tSteel ≥ 2.5 mm: kdens= (pk / 350)^2

tSteel = 1.5 mm: kdens= (pk / 350)^0.8
Design values of the load-bearing capacities: Fi,Rd = min {Fi,Wood,Rd; Fi,Steel,Rd}
Failure of the fastener in the wood: Fi,Wood,Rd = kmod / ƳM,Wood × Fi,Wood,Rk with ƳM,Wood = 1.3
Steel failure of the connector: Fi,Steel,Rd = Fi,Steel,Rk / ƳM,Steel with ƳM,Steel = 1.25
If several loads act simultaneously, the following condition must be met:

The specified nailing patterns must be observed in accordance with the relevant ETA.
NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Characteristic load-bearing capacities in kN;
1 piece angle bracket type A with Würth anchor nails
Table F4 F4,Wood,Rk ; F4,Steel,Rk in kN4)
Height h in cm 8 10 12 14 16 20
55X70x70x2.5 mm
(art. no. 5390 201 070) 		0.82; 0.38 0.66; 0.28
--- 0.47; 0.21
---
---
65x90x90x2.5 mm
(art. no. 5390 201 090) 		---
--- 1.11; 0.46
0.95; 0.40
0.84; 0.35
---
90x105x105x3.0 mm
(art. no. 5390 201 105) 		---
--- 2.42; 1.02
--- 1.82; 0.69
1.37; 0.52
Table F5: F5,Wood,Rk ; F5,Steel,Rk in kN4)
Angle bracket
Width b in cm Height h in cm
8 10 12 14 16 20
55x70x70x2.5 mm (art. no. 5390 201 070) 6 1.58; 0.93 1.73; 1.12 --- 2.45; 1.06 --- ---
10 1.44; 1.30 1.58; 1.19 --- 1.56; 1.26 --- ---
14 1.45; 1.29 1.47; 1.28 --- 1.48; 1.26 --- ---
65x90x90x2.5 mm (art. no. 5390 201 090) 8 --- --- 3.85; 1.83 4.24; 1.72 4.89; 1.62 ---
10 --- --- 3.49; 1.98 3.65; 1.90 3.88; 1.82 ---
14 --- --- 3.23; 2.12 3.30; 2.08 3.37; 2.03 ---
90x105x105x3.0 mm (art. no. 5390 201 105) 8 --- --- 5.94; 3.14 --- 5.45; 2.67 4.68; 2.30
10 --- --- 5.24; 3.55 --- 6.09; 3.13 5.27; 2.80
14 --- --- 4.68; 3.99 --- 5.00; 3.72 5.35; 3.47
3) When using one angle bracket per connection, the connected component must be secured against twisting.
4) The F4 and F5 loads affect the top edge of the connected component. Securing against twisting is not required.
For woods with 290 kg / m³ ≤ Ƥk < 350 kg / m³, the specified wood load-bearing capacity must be multiplied by the factor kdens:
tSteel ≥ 2.5 mm: kdens= (pk / 350)^2
tSteel = 1.5 mm: kdens= (pk / 350)^0.8
Design values of the load-bearing capacities: Fi,Rd = min {Fi,Wood,Rd; Fi,Steel,Rd}
Failure of the fastener in the wood: Fi,Wood,Rd = kmod / ƳM,Wood × Fi,Wood,Rk with ƳM,Wood = 1.3
Steel failure of the connector: Fi,Steel,Rd = Fi,Steel,Rk / ƳM,Steel with ƳM,Steel = 1.25
If several loads act simultaneously, the following condition must be met:

The specified nailing patterns must be observed in accordance with the relevant ETA.
NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.

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