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Cleat - CAM-(HDG)-135X195MM Cleat - CAM-(HDG)-135X195MM Cleat - CAM-(HDG)-135X195MM Cleat - CAM-(HDG)-135X195MM
Cleat - CAM-(HDG)-135X195MM - 1
Cleat - CAM-(HDG)-135X195MM - 2
Cleat - CAM-(HDG)-135X195MM - 3
Cleat - CAM-(HDG)-135X195MM - 4

Cleat

Cleat
CAM-(HDG)-135X195MM

Art.-no. 0681210130
EAN 4011231560962
All versions
Prices for customers after login
Cleat

Art.-no. 0681210130

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Quantity
PU
x 20 pcs

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For absorbing horizontal loads and preventing tilting of deep purlins and battens on angled ties and joists.
  • Can be combined with rafter-to-purlin connectors to deflect wind suction forces

  • Cleats are also ideal for preventing tilting at the base of wind brace band attachments

  • Sheet metal hot-dip galvanised on both sides (DX 51 D + Z275 [approx. 20 µm]), thickness 2 mm in line with EN 10327:2004

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

European technical approval ETA 09/0218

Application area

European technical approval ETA 09/0218

Product information

Würth Catalogue

Datasheets(X)

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Application area

For preventing tilting of tall, narrow joists and battens or for securing against wind suction in combination with rafter-to-purlin connectors and ASSY plus VG screws.

Instructions

Suitable fasteners:


Ribbed/comb nail 4.0 x 40 to 60 mm in line with EN 14592

Width x height

135 x 195 mm

Depth

195 mm

Thickness

2 mm

Hole diameter in subcarrier nJ/main carrier nH

5 / 5 mm

Number of holes in subcarrier nJ + main carrier nH

16 + 16 PCS

Weight

825 g

Approval

ETA-09/0218

Material

Steel

Material designation

DX51D

Material standard

DIN EN 10327:2004

Surface

Hot dip galvanized

Load-bearing capacity table Würth cleats 210; 135x195 mm
Characteristic load-bearing capacities [kN] of Würth cleats, art. no. 0681 210 130, 135x195 mm with Würth ring-shank nails art. no. 0681 940 xxx, solid wood C24; Ƥk = 350 kg/m³
Purlin height 240 mm Purlin height 260 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 10,46 2,14 13,67 2,86 16,59 3,57 10,46 1,91 13,67 2,54 16,59 3,18
80 mm 8,12 2,14 10,70 2,86 13,13 3,57 8,12 1,91 10,70 2,54 13,13 3,18
100 mm 6,61 2,14 8,74 2,86 10,79 3,57 6,61 1,91 8,74 2,54 10,79 3,18
120 mm 5,56 2,14 7,37 2,86 9,13 3,57 5,56 1,91 7,37 2,54 9,13 3,18
140 mm 4,79 2,14 6,36 2,86 7,90 3,57 4,79 1,91 6,36 2,54 7,90 3,18
160 mm 4,21 2,14 5,59 2,86 6,96 3,57 4,21 1,91 5,59 2,54 6,96 3,18
Purlin height 280 mm Purlin height 300 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 10,46 1,71 13,67 2,29 16,59 2,86 10,46 1,56 13,67 2,08 16,59 2,60
80 mm 8,12 1,71 10,70 2,29 13,13 2,86 8,12 1,56 10,70 2,08 13,13 2,60
100 mm 6,61 1,71 8,74 2,29 10,79 2,86 6,61 1,56 8,74 2,08 10,79 2,60
120 mm 5,56 1,71 7,37 2,29 9,13 2,86 5,56 1,56 7,37 2,08 9,13 2,60
140 mm 4,79 1,71 6,36 2,29 7,90 2,86 4,79 1,56 6,36 2,08 7,90 2,60
160 mm 4,21 1,71 5,59 2,29 6,96 2,86 4,21 1,56 5,59 2,08 6,96 2,60
Characteristic load-bearing capacities [kN] of Würth cleats, art. no. 0681 210 130, 135x195 mm with Würth ring-shank nails art. no. 0681 940 xxx, glued laminated timber GL24 h, Ƥk = 385 kg/m³
Purlin height 240 mm Purlin height 260 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 12,44 2,60 16,24 3,46 19,46 4,33 12,44 2,31 16,24 3,07 19,46 3,84
80 mm 9,73 2,60 12,80 3,46 15,58 4,33 9,73 2,31 12,80 3,07 15,58 3,84
100 mm 7,94 2,60 10,50 3,46 12,89 4,33 7,94 2,31 10,50 3,07 12,89 3,84
120 mm 6,69 2,60 8,87 3,46 10,94 4,33 6,69 2,31 8,87 3,07 10,94 3,84
140 mm 5,78 2,60 7,67 3,46 9,49 4,33 5,78 2,31 7,67 3,07 9,49 3,84
160 mm 5,08 2,60 6,75 3,46 8,37 4,33 5,08 2,31 6,75 3,07 8,37 3,84
Purlin height 280 mm Purlin height 300 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 12,44 2,07 16,24 2,76 19,46 3,46 12,44 1,88 16,24 2,51 19,46 3,14
80 mm 9,73 2,07 12,80 2,76 15,58 3,46 9,73 1,88 12,80 2,51 15,58 3,14
100 mm 7,94 2,07 10,50 2,76 12,89 3,46 7,94 1,88 10,50 2,51 12,89 3,14
120 mm 6,69 2,07 8,87 2,76 10,94 3,46 6,69 1,88 8,87 2,51 10,94 3,14
140 mm 5,78 2,07 7,67 2,76 9,49 3,46 5,78 1,88 7,67 2,51 9,49 3,14
160 mm 5,08 2,07 6,75 2,76 8,37 3,46 5,08 1,88 6,75 2,51 8,37 3,14
Combined effect of action: (F1,Ed/F1,Rd)^2 + (F4/5, Ed/F4/5, Rd)^2 ≤ 1.0
Designed to ETA-09/0218 DIN EN 1995-1-1. The regulations and instructions of ETA-09/0218 must be applied.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Load-bearing capacity table Würth cleats 90; 63x90 mm
Characteristic load-bearing capacities [kN] of Würth cleats, art. no. 0681 090 045, 63x90 mm with Würth ring-shank nails art. no. 0681 940 xxx, solid wood C24; Ƥk = 350 kg/m³
Purlin height 100 mm Purlin height 120 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 3,08 1,33 4,07 1,78 5,04 2,22 3,08 1,04 4,07 1,39 5,04 1,73
80 mm 2,34 1,33 3,11 1,78 3,86 2,22 2,34 1,04 3,11 1,39 3,86 1,73
100 mm 1,88 1,33 2,50 1,78 3,11 2,22 1,88 1,04 2,50 1,39 3,11 1,73
120 mm 1,57 1,33 2,09 1,78 2,60 2,22 1,57 1,04 2,09 1,39 2,60 1,73
140 mm 1,34 1,33 1,79 1,78 2,24 2,22 1,34 1,04 1,79 1,39 2,24 1,73
160 mm 1,18 1,33 1,57 1,78 1,96 2,22 1,18 1,04 1,57 1,39 1,96 1,73
Purlin height 140 mm Purlin height 160 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 3,08 0,85 4,07 1,14 5,04 1,42 3,08 0,72 4,07 0,97 5,04 1,20
80 mm 2,34 0,85 3,11 1,14 3,86 1,42 2,34 0,72 3,11 0,97 3,86 1,20
100 mm 1,88 0,85 2,50 1,14 3,11 1,42 1,88 0,72 2,50 0,97 3,11 1,20
120 mm 1,57 0,85 2,09 1,14 2,60 1,42 1,57 0,72 2,09 0,97 2,60 1,20
140 mm 1,34 0,85 1,79 1,14 2,24 1,42 1,34 0,72 1,79 0,97 2,24 1,20
160 mm 1,18 0,85 1,57 1,14 1,96 1,42 1,18 0,72 1,57 0,97 1,96 1,20
Characteristic load-bearing capacities [kN] of Würth cleats, art. no. 0681 090 045, 63x90 mm with Würth ring-shank nails art. no. 0681 940 xxx, glued laminated timber GL24 h, Ƥk = 385 kg/m³
Purlin height 100 mm Purlin height 120 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 3,70 1,61 4,89 2,15 6,02 2,69 3,70 1,26 4,89 1,68 6,02 2,10
80 mm 2,81 1,61 3,74 2,15 4,63 2,69 2,81 1,26 3,74 1,68 4,63 2,10
100 mm 2,27 1,61 3,01 2,15 3,74 2,69 2,27 1,26 3,01 1,68 3,74 2,10
120 mm 1,90 1,61 2,52 2,15 3,14 2,69 1,90 1,26 2,52 1,68 3,14 2,10
140 mm 1,63 1,61 2,17 2,15 2,70 2,69 1,63 1,26 2,17 1,68 2,70 2,10
160 mm 1,43 1,61 1,90 2,15 2,37 2,69 1,43 1,26 1,90 1,68 2,37 2,10
Purlin height 140 mm Purlin height 160 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 3,70 1,03 4,89 1,38 6,02 1,72 3,70 0,87 4,89 1,17 6,02 1,46
80 mm 2,81 1,03 3,74 1,38 4,63 1,72 2,81 0,87 3,74 1,17 4,63 1,46
100 mm 2,27 1,03 3,01 1,38 3,74 1,72 2,27 0,87 3,01 1,17 3,74 1,46
120 mm 1,90 1,03 2,52 1,38 3,14 1,72 1,90 0,87 2,52 1,17 3,14 1,46
140 mm 1,63 1,03 2,17 1,38 2,70 1,72 1,63 0,87 2,17 1,17 2,70 1,46
160 mm 1,43 1,03 1,90 1,38 2,37 1,72 1,43 0,87 1,90 1,17 2,37 1,46
Combined effect of action: (F1,Ed/F1,Rd)^2 + (F4/5, Ed/F4/5, Rd )^2 ≤1.0
Designed to ETA-09/0218 DIN EN 1995-1-1. The regulations and instructions of ETA-09/0218 must be applied.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Load-bearing capacity table Würth cleats 170; 120x155 mm
Characteristic load-bearing capacities [kN] of Würth cleats, art. no. 0681 170 095, 120x155 mm with Würth ring-shank nails art. no. 0681 940 xxx, solid wood C24; Ƥk = 350 kg/m³
Purlin height 200 mm Purlin height 220 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 6,30 1,50 8,30 2,00 10,17 2,50 6,30 1,31 8,30 1,74 10,17 2,18
80 mm 4,83 1,50 6,39 2,00 7,90 2,50 4,83 1,31 6,39 1,74 7,90 2,18
100 mm 3,91 1,50 5,18 2,00 6,43 2,50 3,91 1,31 5,18 1,74 6,43 2,18
120 mm 3,27 1,50 4,35 2,00 5,41 2,50 3,27 1,31 4,35 1,74 5,41 2,18
140 mm 2,82 1,50 3,75 2,00 4,66 2,50 2,82 1,31 3,75 1,74 4,66 2,18
160 mm 2,47 1,50 3,29 2,00 4,10 2,50 2,47 1,31 3,29 1,74 4,10 2,18
Purlin height 240 mm Purlin height 260 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 6,30 1,15 8,30 1,54 10,17 1,92 6,30 1,03 8,30 1,38 10,17 1,72
80 mm 4,83 1,15 6,39 1,54 7,90 1,92 4,83 1,03 6,39 1,38 7,90 1,72
100 mm 3,91 1,15 5,18 1,54 6,43 1,92 3,91 1,03 5,18 1,38 6,43 1,72
120 mm 3,27 1,15 4,35 1,54 5,41 1,92 3,27 1,03 4,35 1,38 5,41 1,72
140 mm 2,82 1,15 3,75 1,54 4,66 1,92 2,82 1,03 3,75 1,38 4,66 1,72
160 mm 2,47 1,15 3,29 1,54 4,10 1,92 2,47 1,03 3,29 1,38 4,10 1,72
Characteristic load-bearing capacities [kN] of Würth cleats, art. no. 0681 170 095, 120x155 mm with Würth ring-shank nails art. no. 0681 940 xxx, glued laminated timber GL24 h, Ƥk = 385 kg/m³
Purlin height 200 mm Purlin height 220 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 7,54 1,82 9,91 2,42 12,05 3,03 7,54 1,58 9,91 2,11 12,05 2,63
80 mm 5,81 1,82 7,68 2,42 9,44 3,03 5,81 1,58 7,68 2,11 9,44 2,63
100 mm 4,71 1,82 6,24 2,42 7,71 3,03 4,71 1,58 6,24 2,11 7,71 2,63
120 mm 3,95 1,82 5,25 2,42 6,51 3,03 3,95 1,58 5,25 2,11 6,51 2,63
140 mm 3,40 1,82 4,52 2,42 5,62 3,03 3,40 1,58 4,52 2,11 5,62 2,63
160 mm 2,98 1,82 3,97 2,42 4,94 3,03 2,98 1,58 3,97 2,11 4,94 2,63
Purlin height 240 mm Purlin height 260 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 7,54 1,40 9,91 1,86 12,05 2,33 7,54 1,25 9,91 1,67 12,05 2,09
80 mm 5,81 1,40 7,68 1,86 9,44 2,33 5,81 1,25 7,68 1,67 9,44 2,09
100 mm 4,71 1,40 6,24 1,86 7,71 2,33 4,71 1,25 6,24 1,67 7,71 2,09
120 mm 3,95 1,40 5,25 1,86 6,51 2,33 3,95 1,25 5,25 1,67 6,51 2,09
140 mm 3,40 1,40 4,52 1,86 5,62 2,33 3,40 1,25 4,52 1,67 5,62 2,09
160 mm 2,98 1,40 3,97 1,86 4,94 2,33 2,98 1,25 3,97 1,67 4,94 2,09
Combined effect of action: (F1,Ed/F1,Rd)^2 + (F4/5, Ed/F4/5, Rd)^2 ≤ 1.0
Designed to ETA-09/0218 DIN EN 1995-1-1. The regulations and instructions of ETA-09/0218 must be applied.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Load-bearing capacity table Würth cleats 130; 110x130 mm
Characteristic load-bearing capacities [kN] of Würth cleats, art. no. 0681 130 075, 110x130 mm with Würth ring-shank nails art. no. 0681 940 xxx, solid wood C24; Ƥk = 350 kg/m³
Purlin height 160 mm Purlin height 180 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 4,55 1,24 6,01 1,65 7,40 2,07 4,55 1,06 6,01 1,41 7,40 1,76
80 mm 3,47 1,24 4,60 1,65 5,70 2,07 3,47 1,06 4,60 1,41 5,70 1,76
100 mm 2,80 1,24 3,72 1,65 4,62 2,07 2,80 1,06 3,72 1,41 4,62 1,76
120 mm 2,34 1,24 3,11 1,65 3,88 2,07 2,34 1,06 3,11 1,41 3,88 1,76
140 mm 2,01 1,24 2,68 1,65 3,34 2,07 2,01 1,06 2,68 1,41 3,34 1,76
160 mm 1,76 1,24 2,35 1,65 2,93 2,07 1,76 1,06 2,35 1,41 2,93 1,76
Purlin height 200 mm Purlin height 220 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 4,55 0,92 6,01 1,23 7,40 1,53 4,55 0,81 6,01 1,09 7,40 1,36
80 mm 3,47 0,92 4,60 1,23 5,70 1,53 3,47 0,81 4,60 1,09 5,70 1,36
100 mm 2,80 0,92 3,72 1,23 4,62 1,53 2,80 0,81 3,72 1,09 4,62 1,36
120 mm 2,34 0,92 3,11 1,23 3,88 1,53 2,34 0,81 3,11 1,09 3,88 1,36
140 mm 2,01 0,92 2,68 1,23 3,34 1,53 2,01 0,81 2,68 1,09 3,34 1,36
160 mm 1,76 0,92 2,35 1,23 2,93 1,53 1,76 0,81 2,35 1,09 2,93 1,36
Characteristic load-bearing capacities [kN] of Würth cleats, art. no. 0681 130 075, 110x130 mm with Würth ring-shank nails art. no. 0681 940 xxx, glued laminated timber GL24 h, Ƥk = 385 kg/m³
Purlin height 160 mm Purlin height 180 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 5,46 1,50 7,20 2,00 8,81 2,50 5,46 1,28 7,20 1,70 8,81 2,13
80 mm 4,18 1,50 5,53 2,00 6,83 2,50 4,18 1,28 5,53 1,70 6,83 2,13
100 mm 3,37 1,50 4,48 2,00 5,55 2,50 3,37 1,28 4,48 1,70 5,55 2,13
120 mm 2,83 1,50 3,76 2,00 4,76 2,50 2,83 1,28 3,76 1,70 4,76 2,13
140 mm 2,43 1,50 3,23 2,00 4,02 2,50 2,43 1,28 3,23 1,70 4,02 2,13
160 mm 2,13 1,50 2,84 2,00 3,53 2,50 2,13 1,28 2,84 1,70 3,53 2,13
Purlin height 200 mm Purlin height 220 mm
Purlin width Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm Dia. 4.0x40 mm Dia. 4.0x50 mm Dia. 4.0x60 mm
F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5 F1 F4/F5
60 mm 5,46 1,11 7,20 1,48 8,81 1,85 5,46 0,98 7,20 1,31 8,81 1,64
80 mm 4,18 1,11 5,53 1,48 6,83 1,85 4,18 0,98 5,53 1,31 6,83 1,64
100 mm 3,37 1,11 4,48 1,48 5,55 1,85 3,37 0,98 4,48 1,31 5,55 1,64
120 mm 2,83 1,11 3,76 1,48 4,76 1,85 2,83 0,98 3,76 1,31 4,76 1,64
140 mm 2,43 1,11 3,23 1,48 4,02 1,85 2,43 0,98 3,23 1,31 4,02 1,64
160 mm 2,13 1,11 2,84 1,48 3,53 1,85 2,13 0,98 2,84 1,31 3,53 1,64
Combined effect of action: (F1,Ed/F1,Rd)^2 + (F4/5, Ed/F4/5, Rd)^2 ≤ 1.0
Designed to ETA-09/0218 DIN EN 1995-1-1. The regulations and instructions of ETA-09/0218 must be applied.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Required accessory:
 
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