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Combination joist hanger, 2.5 mm for beams with large cross-sections - JOISTHNG-(EXCRANKED)-160X200X2,5 Combination joist hanger, 2.5 mm for beams with large cross-sections - JOISTHNG-(EXCRANKED)-160X200X2,5 Combination joist hanger, 2.5 mm for beams with large cross-sections - JOISTHNG-(EXCRANKED)-160X200X2,5 Combination joist hanger, 2.5 mm for beams with large cross-sections - JOISTHNG-(EXCRANKED)-160X200X2,5
Combination joist hanger, 2.5 mm for beams with large cross-sections - JOISTHNG-(EXCRANKED)-160X200X2,5 - 1
Combination joist hanger, 2.5 mm for beams with large cross-sections - JOISTHNG-(EXCRANKED)-160X200X2,5 - 2
Combination joist hanger, 2.5 mm for beams with large cross-sections - JOISTHNG-(EXCRANKED)-160X200X2,5 - 3
Combination joist hanger, 2.5 mm for beams with large cross-sections - JOISTHNG-(EXCRANKED)-160X200X2,5 - 4

Combination joist hanger, 2.5 mm for beams with large cross-sections

Combination joist hanger 2.5 mm
JOISTHNG-(EXCRANKED)-160X200X2,5

Art.-no. 0681160200

EAN 4038898014409

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Combination joist hanger, 2.5 mm for beams with large cross-sections

Art.-no. 0681160200

Individual price display after login
Quantity
PU
x 15 pcs

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Heavy-duty design
  • Robust one-piece joist hanger (angled outwards) for load-bearing connection of timber joists to wood, concrete or steel.

  • High load capacity

  • Wings angled outwards

  • Sheet metal hot-dip galvanised on both sides (S250GD +Z275) approx. 20 μm in line with EN 10326:2004

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

European Technical Approval ETA-08/0264

Notice

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.

European Technical Approval ETA-08/0264

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Application area

Load-bearing connection of timber joists to wood, concrete or steel.

Instructions

Suitable fasteners:


  • Ribbed nail in line with EN 14592: 4.0x40–100 mm

  • Bolts in accordance with manufacturer's specifications: d = 12 mm

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

Width x height

160 x 200 mm

Thickness

2.5 mm

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

22 + 38 PCS

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

0 + 6 PCS

Weight

961 g

Depth of underside

61 mm

Material

Aluzinc structural steel, 1.0242

Surface

Hot dip galvanized

Width of wing on nut

41 mm

Approval

ETA-08/0264

Material designation

S250GD

Number of pieces

1 PCS

Depth of upper side

61 mm

Characteristic load capacities in kN of Würth combination joist hanger 2.5 mm; partial and complete nailing; (Ƥk = 350 kg/m³)
Characteristic load capacities of Würth combination joist hanger 2.5 mm with Würth ring-shank nails (Ƥk = 350 kg/m³)
Art. no. Format in mm Complete nailing Partial nailing
Fz,down,Rk Fz,up,Rk Fy,Rk/e = 0 Fz,down,Rk Fz,up,Rk Fy,Rk/e = 0
4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60
0681 160 200 160/200 33,6 51,4 32,8 47,2 13,9 21,4 17,0 26,1 16,6 25,7 7,6 11,6
0681 180 220 180/220 40,4 60,1 39,7 55,8 16,6 25,6 20,1 30,6 19,7 30,1 9,0 13,9
0681 200 240 200/240 47,5 68,7 46,7 64,6 19,3 29,9 23,3 35,0 22,9 34,4 10,3 15,9
0681 220 260 220/260 54,0 73,0 53,3 68,7 20,7 32,1 26,6 38,7 26,2 34,6 10,4 16,2
Art. no. Format in mm Complete nailing Partial nailing
Fy,Rk/e = 20 Fy,Rk/e = 40 Fy,Rk/e = 60 Fy,Rk/e = 20 Fy,Rk/e = 40 Fy,Rk/e = 60
4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60
0681 160 200 160/200 13,3 20,0 12,6 18,7 12,0 17,5 7,2 10,9 6,9 10,2 6,5 9,5
0681 180 220 180/220 15,9 24,2 15,2 22,8 14,6 21,4 8,6 13,2 8,3 12,4 7,9 11,7
0681 200 240 200/240 18,6 28,4 17,9 26,9 17,2 25,4 9,9 15,1 9,5 14,3 9,1 13,5
0681 220 260 220/260 20,0 30,6 19,3 29,1 18,6 27,7 10,1 15,4 9,7 14,7 9,4 14,0
Characteristic load-bearing capacities of Würth combination joist hanger 2.5 mm with Würth ASSY 3.0 joist hanger screws (Ƥk = 350kg/m³)
Art. no. Format in mm Complete screw connection Partial screw connection
Fz,down,Rk Fz,up,Rk Fy,Rk/e = 0 Fz,down,Rk Fz,up,Rk Fy,Rk/e = 0
5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50
0681 160 200 160/200 50,8 56,1 46,6 51,4 27,7 32,2 29,6 32,7 25,4 28,0 15,0 17,4
0681 180 220 180/220 59,3 65,4 55,1 60,8 33,6 39,0 33,9 37,4 29,6 32,7 18,3 21,4
0681 200 240 200/240 67,8 74,8 63,5 70,1 39,5 46,0 38,1 42,1 33,9 37,4 20,9 24,3
0681 220 260 220/260 72,0 79,5 67,8 74,8 42,7 49,8 38,1 42,1 33,9 37,4 21,6 25,3
Art. no. Format in mm Complete screw connection Partial screw connection
Fy,Rk/e = 20 Fy,Rk/e = 40 Fy,Rk/e = 60 Fy,Rk/e = 20 Fy,Rk/e = 40 Fy,Rk/e = 60
5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50
0681 160 200 160/200 24,9 28,6 22,5 25,6 20,4 23,1 13,5 15,5 12,2 13,9 11,1 12,5
0681 180 220 180/220 30,4 35,1 27,7 31,7 25,3 28,8 16,7 19,2 15,2 17,3 13,9 15,8
0681 200 240 200/240 36,1 41,6 33,0 37,9 30,4 34,6 19,1 22,0 17,5 20,1 16,1 18,4
0681 220 260 220/260 39,3 45,4 36,2 41,6 33,5 38,3 19,9 23,1 18,4 21,1 17,0 19,4
NOTE:
These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Partial and complete nailing of Würth combination joist hanger 2.5 mm
Parameters of the Würth combination joist hanger 2.5 mm according to ETA-08/0264
Art. no. Format w/h (mm) Width (mm) Height (mm) Complete nailing Partial nailing
nH (Qty) nJ (Qty) kH,1 kH,2 e1 (mm) e2 (mm) nH (Qty) nJ (Qty) kH,1 kH,2 e1 (mm) e2 (mm)
0681 160 200 160/200 160 200 38 22 54,0 52,2 5917 4631 20 12 26,9 26,1 2739 2595
0681 180 220 180/220 180 220 42 26 67,4 65,5 7091 5672 22 14 32,7 31,8 3306 3148
0681 200 240 200/240 200 240 46 30 82,3 80,1 8370 6820 24 16 39,0 38,0 3925 3755
0681 220 260 220/260 220 260 50 32 96,5 94,2 9757 8075 26 16 45,8 44,8 4599 4415
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-08/0264 and DIN EN 1995-1-1

  • The regulations and instructions of ETA-08/0264 must be observed.

  • The transverse tension must be verified separately.

  • The main beam must be secured to prevent torsion
Characteristic load-bearing capacities in kN of Würth combination joist hanger 2.5 mm; partial and complete nailing; (rk = 385kg/m³)
Characteristic load-bearing capacities of Würth combination joist hanger 2.5mm with comb/anchor nails (rk = 385kg/m³)
Art. no. Format in mm Complete nailing Partial nailing
Fz,down,Rk Fz,up,Rk Fy,Rk/e = 0 Fz,down,Rk Fz,up,Rk Fy,Rk/e = 0
4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60
0681 160 200 160/200 39,5 55,2 38,6 50,6 16,4 24,6 20,0 30,1 19,6 27,6 8,9 13,4
0681 180 220 180/220 47,2 64,4 46,4 59,8 19,6 29,6 23,6 35,0 23,1 32,2 10,6 16,1
0681 200 240 200/240 55,2 73,7 54,3 69,0 22,8 34,6 27,2 39,9 26,8 36,8 12,1 18,3
0681 220 260 220/260 62,0 78,3 58,4 73,7 24,4 37,2 30,9 41,4 29,2 36,8 12,3 18,8
Art. no. Format in mm Complete nailing Partial nailing
Fy,Rk/e = 20 Fy,Rk/e = 40 Fy,Rk/e = 60 Fy,Rk/e = 20 Fy,Rk/e = 40 Fy,Rk/e = 60
4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60 4x40 4x60
0681 160 200 160/200 15,5 22,9 14,7 21,2 13,8 19,7 8,4 12,4 8,0 11,5 7,5 10,7
0681 180 220 180/220 18,7 27,7 17,7 25,9 16,9 24,2 10,1 15,1 9,6 14,1 9,2 13,2
0681 200 240 200/240 21,8 32,6 20,9 30,6 19,9 28,8 11,6 17,3 11,1 16,2 10,6 15,3
0681 220 260 220/260 23,5 35,2 22,6 33,3 21,6 31,4 11,8 17,8 11,4 16,8 10,9 15,9
Characteristic load-bearing capacities of Würth combination joist hanger 2.5 mm with Würth ASSY 3.0 joist hanger screws (rk = 385kg/m³)
Art. no. Format in mm Complete screw connection Partial screw connection
Fz,down,Rk Fz,up,Rk Fy,Rk/e = 0 Fz,down,Rk Fz,up,Rk Fy,Rk/e = 0
5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50
0681 160 200 160/200 55,1 59,3 50,5 54,4 30,0 34,2 32,2 34,6 27,6 29,7 16,2 18,5
0681 180 220 180/220 64,3 69,2 59,7 64,3 36,4 41,6 36,8 39,6 32,2 34,6 19,9 22,8
0681 200 240 200/240 73,5 79,1 68,9 74,2 42,7 49,0 41,4 44,5 36,8 39,6 22,6 25,8
0681 220 260 220/260 78,1 84,0 73,5 79,1 46,2 53,0 41,4 44,5 36,8 39,6 23,4 26,9
Art. no. Format in mm Complete screw connection Partial screw connection
Fy,Rk/e = 20 Fy,Rk/e = 40 Fy,Rk/e = 60 Fy,Rk/e = 20 Fy,Rk/e = 40 Fy,Rk/e = 60
5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50 5x40 5x50
0681 160 200 160/200 27,0 30,4 24,3 27,2 22,1 24,5 14,6 16,4 13,2 14,7 12,0 13,3
0681 180 220 180/220 33,0 37,3 30,0 33,6 27,4 30,5 18,0 20,4 16,4 18,4 15,0 16,7
0681 200 240 200/240 39,1 44,3 35,8 40,2 32,9 36,8 20,7 23,4 19,0 21,3 17,5 19,5
0681 220 260 220/260 42,5 48,3 39,2 44,2 36,3 40,6 21,6 24,5 19,9 22,4 18,4 20,6
NOTE:
These are guides for planning purposes. The values must be calculated for each project by authorised persons.

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