Welcome to Würth Aerospace Solutions For trade customers only
Angle bracket type A - ANGL-WOCON-A-BAR-90X90X65X2,5

Angle bracket type A

Angle connector, type A with web BB
ANGL-WOCON-A-BAR-90X90X65X2,5

Art.-no. 5390201090
EAN 4052703120864
All versions

Prices for customers after login
Angle bracket type A

Art.-no. 5390201090

Prices for customers after login
Quantity
PU
x 50 pcs

Exclusively for trade customers

Register now and access more than 125,000 products

Angle bracket A with web is ideal for high-quality load-bearing wood/wood and wood/concrete connections. 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 class 1 and 2 in line with EN 1995:2013
Proof of Performance

European Technical Approval ETA-08/0183

Notice

The transverse load of the connected timbers must be observed and verified where necessary. Transverse reinforcement can be added using ASSY plus VG full-thread screws. The respective basic conditions of ETA08/0183 must be observed

European Technical Approval ETA-08/0183

Application area

Load-bearing connections of timber joists to wood or steel such as joist to joist, purlin to joist, threshold to post, crossbar to post or for securing joists.

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

With bar

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

1 + 1 PCS

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

10 + 10 PCS

Approval

ETA-08/0183

Product weight (per item)

208.500 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 ring-shank nails
Angle bracket type A
1x angle bracket type A for each connection 3)
F1,Rk F2/3,Rk F4,Rk F5,Rk
Wood Steel Wood Wood Steel Wood Steel
Width x length x depth in mm Article number ETA Ring-shank nail in 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) If one angle bracket is used for each connection, the connected component must be secured against torsion.
4) The loads F4 and F5 act on the top edge of the connected component. Securing against twisting is not required.
The specified load-bearing capacities apply to softwood at 350 kg/m³ ≤Ƥk ≤420 kg/m³.
For wood with 290 kg/m³ ≤ Ƥk ≤ 350 kg/m³, the specified load-bearing capacities for wood 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 are acting simultaneously, the following condition must be met:
The specified nailing patterns must be observed in accordance with the relevant ETA."
PLEASE 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 ring-shank nails
Angle bracket type A Article number ETA Anchor nail 2 angle brackets type A for each 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 at 350 kg/m³ ≤Ƥk ≤420 kg/m³.
For woods with 290 kg/m³ ≤ Rk < 350 kg/m³, the specified load-bearing capacities for wood 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 fasteners in 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
For several simultaneous loads, the following condition must be met:

The specified nailing patterns must be observed in accordance with the relevant ETA.
PLEASE 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 ring-shank 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) If one angle bracket is used for each connection, the connected component must be secured against twisting.
4) The loads F4 and F5 act on 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 load-bearing capacities for wood 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 fasteners in 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
For several simultaneous loads, the following condition must be met:

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

Product information

Datasheets (0)

Certificates/ Documents (0)

Required accessory:
 
Product
Description
Quantity
PU
Price
/PU
Comb nail / anchor nail
Comb nail / anchor nail

RIDGNL-(A3K)-4X40MM

Galvanised steel, blue coated (A2K)
x 3000 pcs
Comb nail / anchor nail
Comb nail / anchor nail

RIDGNL-(A3K)-4X50MM

Galvanised steel, blue coated (A2K)
Comb nail / anchor nail
Comb nail / anchor nail

RIDGNL-(A3K)-4X60MM

Galvanised steel, blue coated (A2K)
Comb nail / anchor nail
Comb nail / anchor nail

RIDGNL-(A3K)-4X75MM

Galvanised steel, blue coated (A2K)
x 250 pcs
The packaging unit defines the number of articles in one packaging. In the catalog segment you can choose from different packaging units if a pop-up menu is displayed.

Just leave the field empty if you don't know the packaging unit when directly entering the article number in the shopping basket or when importing with v
The article number is made up of the following: VVVVAAABBB
VVVV = 4 digits for prefix number (please note that the first digit is currently always 0)
AAA = 3 digits for dimension part 1
BBB = 3 digits for dimension part 2

Example article number structures:
Example 1: Screw with dimensions of 4x10 mm:
VVVVAAABBB
00574 10 (2 spaces between the 4 and the 10)

Example 2: Screw with dimensions of 10x20 mm:
VVVVAAABBB
005710 20 (1 space between the 10 and the 20)

Example 3: Flat washer with an internal diameter of 6 mm:
VVVVAAABBB
04076
Price per packaging unit (PU):
The displayed price is always in line with the displayed packaging, if the PU is 250 the price for 250 units, if the PU is 300 the price for 300 units.

Price with price key representation (PSL):
The price always applies to a quantity ruled through the price key:
Price for 1 unit
Price for 100 units
Price for 1000 units
The quantity shows the number of pieces or units of measure contained in the order or delivery for the respective article.
In contrast to sales packaging and secondary packaging, the disposal costs for chemical-technical products are shown separately. The breakdown of the individual costs can be found on the relevant products and also in the shopping cart, as well as in our General Terms and Conditions (GTC).

Art.-no.
Cust. Mat. No.

Hazardous Material

Product information

Würth Catalogue

Datasheets()

Datasheets ()

CAD data  | 

Certificates/ Documents

 | 

 | 

Technical information
Show all product details