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Joist bracket - BMBEAR-H120MM Joist bracket - BMBEAR-H120MM Joist bracket - BMBEAR-H120MM
Joist bracket - BMBEAR-H120MM - 1
Joist bracket - BMBEAR-H120MM - 2
Joist bracket - BMBEAR-H120MM - 3

Joist bracket

Beam bearer
BMBEAR-H120MM

Art.-no. 0681350120
EAN 4024835148382
All versions
Prices for customers after login
Joist bracket

Art.-no. 0681350120

Prices for customers after login
Quantity
PU
x 25 pcs

Exclusively for trade customers

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Joist brackets are ideal for concealed load-bearing wood/wood connections of e.g. secondary beams to main beams or posts. Connections in visible areas can also be sloping.
  • Easy on-site installation thanks to mounting slot in joist bracket blade

  • Sheet metal hot-dip galvanised on both sides (S250GD +Z275 (approx. 20 µm)), thickness 3.0 mm in line with EN 10327:2004

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

ETA-09/0105

Notice

The secondary beam can be mounted on the joist bracket attached to the main beam after the first dowel pin has been driven in to the uppermost hole in the secondary beam. To do this, the secondary beam with the uppermost dowel pin mounted in the slot area is hooked into the blade area of the joist bracket from above.



The secondary beam should be approx. 40 mm taller than the joist bracket. If the bracket is 90 mm in height, a secondary beam 100 mm in height can be used.



The diameter of the dowel pin may only be max. 0.5 mm (d = 8 mm) or 1.0 mm (d = 12 mm) smaller than the diameter of the hole.



Available work documents:


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

Application area

ETA-09/0105

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 timber main beams or posts in visible areas

Instructions

Suitable fasteners:


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

  • Dowel pin in line with EN 14592, d = 8, 12 mm

Width x height x depth

46 x 120 x 106 mm

Min. joist hanger height

160 mm

Hole diameter in subcarrier nJ/main carrier nH

13 / 5 mm

Number of holes in subcarrier nJ/main carrier nH

3 / 11 PCS

Weight

640 g

Approval

ETA-09/0105

Thickness

3 mm

Material

Steel

Material designation

DX51D

Material standard

DIN EN 10327:2004

Surface

Hot dip galvanized

Characteristic load-bearing capacities in kN with Würth joist bracket according to ETA-09/0105, secondary beam width 60 mm
Characteristic load-bearing capacities Würth joist bracket, solid wood C24 according to DIN 380 (Ƥk = 350 kg/m³), secondary beam width 60 mm
Art. no. Joist bracket height in mm Complete nailing with Würth comb/anchor nails Minimum width/height in mm
Fz,down,Rk Fz,up,Rk
4 x 40mm 4 x 60mm 4 x 40mm 4 x 60mm
0681 350 90 90 3,57 5,79 4,63 7,4 60/130 (100)
0681 350 120 120 11,02 11,02 7,06 7,06 60/160
0681 350 160 160 17,76 17,76 13,48 13,48 60/200
0681 350 200 200 25,67 25,67 20,3 21,39 60/240
0681 350 240 240 33,65 34,44 27,36 30,38 60/280
Characteristic load-bearing capacities Würth joist bracket, glued laminated timber GL 24h according to DIN EN 14080 (Ƥk = 385 kg/m³), secondary beam width 60 mm
Art. no. Joist bracket height in mm Complete nailing with Würth comb/anchor nails Minimum width/height in mm
Fz,down,Rk Fz,up,Rk
4 x 40mm 4 x 60mm 4 x 40mm 4 x 60mm
0681 350 90 90 4,17 6,70 5,39 8,50 60/130 (100)
0681 350 120 120 12,12 12,12 7,77 7,77 60/160
0681 350 160 160 19,53 19,53 14,83 14,83 60/200
0681 350 200 200 28,24 28,24 22,96 23,53 60/240
0681 350 240 240 36,94 37,89 30,71 33,42 60/280
Factor table for design value:
NKL Continuously Long Medium Short Short/very short Very short
1 and 2 0,462 0,538 0,615 0,692 0,769 0,846
Notes:
  • The measurement tables can only be used if all nails and rod anchors are inserted into the intended holes.

  • The secondary beam should be about 40 mm greater in height than the joist bracket.

  • The load-bearing capacities of the respective fasteners are determined in accordance with DIN EN 1995-1-1/NA.

  • The force Fz,down and Fz,upZ,up act in the centre of the secondary beam. The main support must be secured to prevent torsion.

  • The gap between the main support and the secondary beam must not exceed 8 mm.

  • The transverse tensile capacity of the main support must be investigated separately. If necessary, a transverse tension reinforcement with ASSY plus FT screws must be used.

  • For one-sided connections on the main support, the offset moment must be taken into account.

  • The regulations of ETA-09/0105 must be applied.


Mex = F x (width HT/2 + 40mm)

These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Characteristic load-bearing capacities in kN with Würth joist bracket according to ETA-09/0105, secondary beam width 100 mm
Characteristic load-bearing capacities Würth joist bracket, solid wood C24 according to DIN 380 (Ƥk = 350 kg/m³), secondary beam width 100 mm
Art. no. Joist bracket height in mm Complete nailing with Würth comb/anchor nails Minimum width/height in mm
Fz,down,Rk Fz,up,Rk
4 x 40mm 4 x 60mm 4 x 40mm 4 x 60mm
0681 350 90 90 3,57 5,79 4,63 7,4 100/130 (100)
0681 350 120 120 12,03 17,2 7,7 11,23 100/160
0681 350 160 160 19,23 26,46 13,63 20,42 100/200
0681 350 200 200 26,47 35,61 20,3 29,48 100/240
0681 350 240 240 33,65 44,65 27,36 38,76 100/280
Characteristic load-bearing capacities Würth joist bracket, glued laminated timber GL 24h according to DIN EN 14080 (Ƥk = 385 kg/m³), secondary beam width 100 mm
Art. no. Joist bracket height in mm Complete nailing with Würth comb/anchor nails Minimum width/height in mm
Fz,down,Rk Fz,up,Rk
4 x 40mm 4 x 60mm 4 x 40mm 4 x 60mm
0681 350 90 90 4,17 6,70 5,39 8,50 100/130 (100)
0681 350 120 120 13,52 18,38 8,88 11,78 100/160
0681 350 160 160 21,37 28,65 15,57 22,49 100/200
0681 350 200 200 29,20 38,30 22,96 32,51 100/240
0681 350 240 240 36,94 47,82 30,71 42,38 100/280
Factor table for design value:
NKL Continuously Long Medium Short Short/very short Very short
1 and 2 0,462 0,538 0,615 0,692 0,769 0,846
Notes:
The measurement tables can only be used if all nails and rod anchors are inserted into the intended holes.
The secondary beam should be about 40 mm greater in height than the joist bracket.
The load-bearing capacities of the respective fasteners are determined in accordance with DIN EN 1995-1-1/NA.
The force Fz,down and Fz,up act in the centre of the secondary beam. The main support must be secured to prevent torsion.
The gap between the main support and the secondary beam must not exceed 8 mm.
The transverse tensile capacity of the main support must be investigated separately. If necessary, a transverse tension reinforcement with ASSY plus FT screws must be used.
For one-sided connections on the main support, the offset moment must be taken into account.
The regulations of ETA-09/0105 must be applied.

Mex = F x (width HT/2 + 40mm)

These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Characteristic load-bearing capacities in kN with Würth joist bracket according to ETA-09/0105, secondary beam width 80 mm
Characteristic load-bearing capacities Würth joist bracket, solid wood C24 according to DIN 380 (Ƥk = 350 kg/m³), secondary beam width 80 mm
Art. no. Joist bracket height in mm Complete nailing with Würth comb/anchor nails Minimum width/height in mm
Fz,down,Rk Fz,up,Rk
4 x 40mm 4 x 60mm 4 x 40mm 4 x 60mm
0681 350 90 90 3,57 5,79 4,63 7,4 80/130 (100)
0681 350 120 120 12,03 15,1 7,7 9,67 80/160
0681 350 160 160 19,23 24,33 13,63 18,47 80/200
0681 350 200 200 26,47 35,18 20,3 29,32 80/240
0681 350 240 240 33,65 44,65 27,36 38,76 80/280
Characteristic load-bearing capacities Würth joist bracket, glued laminated timber GL 24h according to DIN EN 14080 (Ƥk = 385 kg/m³), secondary beam width 80 mm
Art. no. Joist bracket height in mm Complete nailing with Würth comb/anchor nails Minimum width/height in mm
Fz,down,Rk Fz,up,Rk
4 x 40mm 4 x 60mm 4 x 40mm 4 x 60mm
0681 350 90 90 4,17 6,70 5,39 8,50 80/130 (100)
0681 350 120 120 13,54 16,61 8,88 10,64 80/160
0681 350 160 160 21,37 26,77 15,57 20,32 80/200
0681 350 200 200 29,20 38,30 22,96 32,25 80/240
0681 350 240 240 36,94 47,82 30,71 42,38 80/280
Factor table for design value:
NKL Continuously Long Medium Short Short/very short Very short
1 and 2 0,462 0,538 0,615 0,692 0,769 0,846
Notes:
The measurement tables can only be used if all nails and rod anchors are inserted into the intended holes.
The secondary beam should be about 40 mm greater in height than the joist bracket.
The load-bearing capacities of the respective fasteners are determined in accordance with DIN EN 1995-1-1/NA.
The force Fz,down and Fz,up act in the centre of the secondary beam. The main support must be secured to prevent torsion.
The gap between the main support and the secondary beam must not exceed 8 mm.
The transverse tensile capacity of the main support must be investigated separately. If necessary, a transverse tension reinforcement with ASSY plus FT screws must be used.
For one-sided connections on the main support, the offset moment must be taken into account.
The regulations of ETA-09/0105 must be applied.

Mex = F x (width HT/2 + 40mm)

These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Required accessory:
 
Product
Description
Quantity
PU
Price
/PU
Dowel pins
Dowel pins

RODPLG-(A2K)-12X65MM

Fastener between steel parts, such as post support brackets with strut and wood ties
x 100 pcs
Dowel pins
Dowel pins

RODPLG-(A2K)-12X80MM

Fastener between steel parts, such as post support brackets with strut and wood ties
x 100 pcs
Dowel pins
Dowel pins

RODPLG-(A2K)-12X90MM

Fastener between steel parts, such as post support brackets with strut and wood ties
x 100 pcs
Dowel pins
Dowel pins

RODPLG-(A2K)-12X100MM

Fastener between steel parts, such as post support brackets with strut and wood ties
x 100 pcs
Dowel pins
Dowel pins

RODPLG-(A2K)-12X115MM

Fastener between steel parts, such as post support brackets with strut and wood ties
x 100 pcs
Dowel pins
Dowel pins

RODPLG-(A2K)-12X120MM

Fastener between steel parts, such as post support brackets with strut and wood ties
x 100 pcs
Dowel pins
Dowel pins

RODPLG-(A2K)-12X140MM

Fastener between steel parts, such as post support brackets with strut and wood ties
x 100 pcs
Dowel pins
Dowel pins

RODPLG-(A2K)-12X160MM

Fastener between steel parts, such as post support brackets with strut and wood ties
x 50 pcs
Dowel pins
Dowel pins

RODPLG-(A2K)-12X180MM

Fastener between steel parts, such as post support brackets with strut and wood ties
x 50 pcs
Dowel pins
Dowel pins

RODPLG-(A2K)-12X200MM

Fastener between steel parts, such as post support brackets with strut and wood ties
x 50 pcs
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
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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.

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Product information

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