Wind brace band tensioning system BL-WRB
BL-WRB STRECHER 40MM PIN-PIN
Art.-no. 539030032
EAN 4046777404906
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Steel, blue galvanised
Application:
- For wind brace bands AT of widths 40 and 60 mm
- For rafters with widths between 60 and 100 mm
Benefits:
- Clip-on locking system for quick and easy assembly
- Easy to install even in cold weather
- Large range
- Easy retightening
- Simple measurement
- Approval of the ASSY 3.0 joist hanger screw for hardwood in accordance with ETA-11/0190 means it is also ideal for refurbishments.
Combinable components:
- Clip for connecting the ends of two wind brace bands
- Tensioner for use between two bands or for connecting to the anchor plate
- Anchor plate connection not suitable for tensioning
- Anchor plate for connecting to the rafter (60–100 mm)
- Butterfly for connecting both sides of the wind brace band (rafter width 60, 80 or 100 mm)
The ETA-15/0043 and ETA-11/0190 specifications must be observed.
Available work documents:
Load tables and detailed processing instructions can be found on the service page www.wuerth.de/holzverbinder.
Datasheets(X)
Correct, rapid installation of wind bracing in roofs or wall elements, using wind brace bands.
- Attachment of anchor plates to rafter with 6 + 6 ASSY 3.0 joist hanger screws, 5 x 40 mm.
- Assembly of wind brace band connections on anchor plates (1 clamping device and 1 anchor plate connection per strut).
- Laying of wind brace band AT in the connection device and fastening of the securing flaps.
- Clamping of the wind brace band by shortening the clamping device by turning the metric screw.
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Suitable for band width | 40 mm |
Connection type | Pin-pin |
Width | 60 mm |
Length | 350 mm |
Height | 25 mm |
Min./max. setting range | 350-410 mm |
Product weight (per item) | 646.400 g |
Material designation | DX51D |
Material | Sheet steel |
Surface | Hot dip galvanized |
Area of application | Roof, Element construction, Structural woodwork |
Additional accessory | Fastening strap WZ |
Approval | ETA-15/0043 |
RoHS-compliant | Yes |
| Steel band strapping system for load-bearing structures | ||||
| Steel band WZ | BL-WRB steel band tightener or BL-WRB anchorage connection | BL-WRB anchor plate, type 2 | ||
| 1.5 x 40 mm | 1.5 x 60 mm | 25° | 45° | |
| Rk [kN] | Rk [kN] | Rk [kN] | Rk [kN] | Rk [kN] |
| 18,9 | 28,4 | 24,2 | 14 | 18,7 |
| Measuring aid for Würth steel band, WZ, measurement | ||||||||
| Characteristic R1 load capacity, minimum k [kN] for WZ steel band from: | ||||||||
| Width (mm) | Thickness (mm) | Steel or steel band WZ | Wood using Würth fasteners 4.0 mm x L | Wood using ASSY 3.0 beam screws, 5.0 mm x L | ||||
| 40 mm | 50 mm | 60 mm | 40 mm | 50 mm | 60 mm | |||
| 40 | 1,5 | 15,7 | 1,68 x n | 1,99 x n | 2,15 x n | 2,15 x n | 2,29 x n | 2,44 x n |
| 60 | 1,5 | 23,6 | ||||||
| 80 | 1,5 | 37,8 | ||||||
| Characteristic Rk load capacity [kN] for the steel band's strapping system (ETA-15/0043) | ||||||||
| WRB steel band tightener WRB anchorage connection | WRB anchor plate, type 2 | WRB wing screw | ||||||
| 45° | 45° | |||||||
| 24,2 | 14 | 18,7 | 15,2 | 17,7 | ||||
| Example of measuring WZ steel band without WRB strapping system: Assumptions: Würth WZ steel band, 1.5 x 60 mm, connected with 12 ASSY 3.0 beam screws, 5.0 x 40 mm, service class 2, load duration class: “Short”, load Fd = 15.0 kN Calculation: R1,d wood: 12 pcs x 2.13 kN x 0.9/1.3 = 17.7 kN, applicable => 15.0 kN / 17.7 kN = 0.85 <1.0 R1,d Steel: 23.6 kN / 1.3 = 18.15 kN | ||||||||
| Note: n = number of nails at the anchorage point The values apply to wood with a raw density of 350 kg/m³ Load capacity design values: Wood: R,d = R,k x kmod/gm (with gm for wood = 1.3) Steel: R, d = R, k/gm (with gm for steel = 1.3) It must be assessed whether Würth ASSY 3.0 beam screws should be installed based on the edge distance that must be maintained. These are guidelines for planning. The values must be calculated for each project by authorized personnel. | ||||||||
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