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Joist hanger 2.0 mm One piece - JOISTHNG-(INTCRANKED)-100X140X2,0 Joist hanger 2.0 mm One piece - JOISTHNG-(INTCRANKED)-100X140X2,0 Joist hanger 2.0 mm One piece - JOISTHNG-(INTCRANKED)-100X140X2,0
Joist hanger 2.0 mm One piece - JOISTHNG-(INTCRANKED)-100X140X2,0 - 1
Joist hanger 2.0 mm One piece - JOISTHNG-(INTCRANKED)-100X140X2,0 - 2
Joist hanger 2.0 mm One piece - JOISTHNG-(INTCRANKED)-100X140X2,0 - 3

Joist hanger 2.0 mm One piece

Joist hanger one-part, angled inwards
JOISTHNG-(INTCRANKED)-100X140X2,0

Art.-no. 0681109140
EAN 4011231560702
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Joist hanger 2.0 mm One piece

Art.-no. 0681109140

Prices for customers after login
Quantity
PU
x 25 pcs

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With inner wings for connecting beams to posts in visible areas. Suitable for wood/wood, wood/concrete or wood/steel connections
  • Beams under uniaxial load can be connected to posts of the same width

  • Wings angled inwards

  • Sheet metal hot-dip zinc-plated on both sides (S250GD +Z275), approx. 20 µm of thickness 2.0 mm in accordance with EN 10367:2004

  • Application in utilisation class 1 and 2 in line with EN 1995:2013
Proof of Performance

European Technical Approval ETA–09/0021

Notice

Nail edge clearances in the post must be observed in line with EC5 when designing connections with biaxial loads!


The diameter of bolts/screws may only be max. 2 mm smaller than the diameter of the hole.


The respective basic conditions of the applicable anchor approval must be observed.


Available work documents:


Load tables and detailed processing instructions can be found on the service page www.wuerth.de/holzverbinder.

European Technical Approval ETA–09/0021

Subject to technical changes!

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

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Application area

Load-bearing connections of timber joists to wood, concrete or steel in visible areas

Instructions

Suitable fasteners:


  • Ribbed nail in line with EN 14592: 4.0 x 40 to 100 mm.

  • ASSY 3.0 Combi in line with ETA 11/0190: d = 10, 12 mm.

  • Bolts according to manufacturers' specifications: d = 10, 12 mm.

  • Recommended dowels for anchoring in concrete: W-BS; W-FAZ; W-VIZ; WIT-VM 250; WIT-UH 300

Width x height

100 x 140 mm

Thickness

2 mm

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

12 + 22 PCS

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

0 + 4 PCS

Weight

416 g

Depth of underside

80 mm

Material

Steel

Surface

Hot dip galvanized

Width of wing on nut

34 mm

Approval

ETA-09/0021

Material designation

S250GD

Material standard

DIN EN 10326:2004

Number of pieces

1 PCS

Depth of upper side

42 mm

Partial and complete nailing of Würth joist hanger 2.0 mm with internal wings
Characteristic load-bearing capacities of Würth joist hangers 2.0 mm; internal wings with Würth comb/anchor nails
Art. no. Format in mm Complete nailing Partial nailing
Fz,down,Rk Fz,up,Rk Fy,Rk Fz,down,Rk Fz,up,Rk Fy,Rk
4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60
0681 089 120 80/120 16,0 24,5 9,4 15,2 6,2 9,5 7,8 12,1 6,7 10,6 3,7 5,7
0681 109 140 100/140 21,0 30,1 13,5 21.49 7,6 11,7 11,7 17,2 7,7 12,2 3,9 6,1
0681 110 160 120/160 27,3 38,7 19,5 30,5 10,0 15,3 13,4 20,1 12,5 17,2 5,2 8,0
0681 110 180 140/180 33,1 42,9 25,0 38,5 11,4 17,5 17,9 25,8 13,7 21,0 6,3 9,7
Characteristic load-bearing capacities of Würth joist hangers 2.0 mm; internal wings with Würth ASSY 3.0 joist hanger screws
Art. no. Format in mm Complete screw connection Partial screw connection
Fz,down,Rk Fz,up,Rk Fy,Rk Fz,down,Rk Fz,up,Rk Fy,Rk
5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50
0681 089 120 80/120 25,6 28,0 21,3 23,4 12,1 13,9 16,2 18,7 12,8 14,0 7,3 8,3
0681 109 140 100/140 29,9 32,7 25,6 28,0 15,3 17,7 17,1 18,7 12,8 14,0 8,3 9,7
0681 110 160 120/160 38,4 42,1 34,1 37,4 19,7 22,7 21,3 23,4 17,1 18,7 10,6 12,3
0681 110 180 140/180 42,7 46,7 38,4 42,1 22,9 26,4 25,6 28,0 21,3 23,4 12,7 14,7
Parameters of Würth joist hanger 2.0 mm; internal wings according to ETA-08/0021
Art. no. Format w/h (mm) Width (mm) Height (mm) Complete nailing Partial nailing
nH nJ kH,1 kH,2 e1 e2 nH nJ kH,1 kH,2 e1 e2
[pcs] [pcs] mm mm [pcs] [pcs] mm mm
0681 089 120 80/120 80 120 18 10 25,9 13,5 531 839 10 6 11,9 10,0 397 627
0681 109 140 100/140 100 140 22 12 34,8 19,7 864 1122 12 6 19,5 11,3 636 826
0681 110 160 120/160 120 160 26 16 47,5 29,7 2079 1973 14 8 22,1 20,0 1395 1324
0681 110 180 140/180 140 180 30 18 59,8 39,2 1879 2248 16 10 32,6 21,6 1262 1510
Factor table for rated values
NKL Continuously Long Medium Short Short/very short Very short
1 0,462 0,538 0,615 0,692 0,769 0,846
2 0,462 0,538 0,615 0,692 0,769 0,846
Notes:
• Design according to ETA-09/0021 and DIN EN 1995-1-1
• The regulations and instructions of ETA-09/0021 must be observed.
• The cross-reference must be checked separately.
• The main support must be secured to prevent torsion

These are guides for planning purposes. The values must be calculated for each project by authorised persons.
In the case of connections to main supports, all holes in the main support plate must be provided with screws or anchor nails; in the case of connections with partial nailing, only the holes marked in red.
Required accessory:
 
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