WZ steel strapping - STSTRP-EN14545-(Z275)-60X1,5MMX50M

WZ steel strapping - STSTRP-EN14545-(Z275)-60X1,5MMX50M - 1

WZ steel strapping - STSTRP-EN14545-(Z275)-60X1,5MMX50M - 2

WZ steel strapping

Name: WZ steel strapping
Brand: Würth
SKU: 0681060251

Fastening strap WZ EN 14545
STSTRP-EN14545-(Z275)-60X1,5MMX50M

Art.-no. 0681060251

EAN 4045727430453

All versions

Price for selected packaging unit

WZ steel strapping

Art.-no. 0681060251

Price for selected packaging unit

Quantity

x 1 pcs

Exclusively for trade customers

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Fir diagonal bracing of roof and wall structures (as tie bar for wood to wood connections)

Deeper embedding of fastener in wooden substrate for higher bearing loads

25% lower weight for easier installation

Patented edge shaping and high-quality steel for higher tensile strength

Sheet metal hot-dip galvanised on both sides (S350DG + Z275MAC (approx. 275 g both sides)) in line with EN 10346:2009-07, thickness 1.5 mm

Application in utilisation classes 1 and 2 in line with EN 1995:2013

Proof of Performance

CE marking in line with EN 14545:2009-02

Notice

The nail connection at the end generally dictates the load-bearing capacity.

Multiple wind brace bands can be arranged side by side to distribute stronger forces. It is advisable to use a wind brace band tensioner to ensure the straps are evenly tightened.

Wind brace bands are fastened using Würth anchor nails or ASSY joist hanger screws.

Per attachment point, at least 2 nails or ASSY joist hanger screws must be used.

Edge clearances and centre to centre distances in line with EC5 must be observed for nails and screws.

Ensure that wind and tensile forces are correctly transferred to the roof structure.

Application area

Instructions

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

Diagonal bracing of roof and wall structures

Instructions

Würth WZ wind brace bands can be directly fastened to the tops of rafters. Ensure that wind and tensile forces are correctly transferred to the roof structure. Wind brace bands are fastened using Würth anchor nails or ASSY joist hanger screws. At least 2 nails or screws must be used at each rafter crossing point. Edge clearances and centre to centre distances must be observed for the nails and screws. Multiple wind brace bands can be arranged side by side to distribute stronger forces.

Suitable fasteners:

Comb/ribbed nails in line with EN 14592: 4.0 x ≥ 40 mm

ASSY joist hanger screw: 5.0 x ≥ 40 mm


Width x thickness	60 x 1.5 mm
Length of roll	50 m
Diameter of hole	5 mm
Weight	33000 g
Approval	EN 14545:2009-02; AbZ Z-9.1-545
Min. yield strength (ReH)	350 N/mm²
Min. tensile strength Rm	420 N/mm²
Min. breaking elongation A80	16 %
Material	Sheet steel
Material designation	S350GD
Material standard	DIN EN 10346:2009-07
Surface	Hot dip galvanized

Characteristic load capacities:
		Characteristic load capacity R 1,k [kN] minimum from:
Width [mm]	Thickness [mm]	Steel or wind brace band WZ	Wood when using Würth anchor nail 4.0 mm x L			Wood when using ASSY 3.0 joist hanger screw 5.0 mm x L
40	1,5	15,7	1.68 x n	1.99 x n	2.15 x n	2.13 x n	2.29 x n	2.44 x n
60		23,6
80		37,8
n = number of nails at anchor point Values apply to wood with bulk density of 350 kg/m³ Measured load capacity values: Wood: R,d = R,k x kmod/γm (with wood γm = 1.3) Steel: R,d = R,k/γm (with steel γm = 1.3)

Measurement aid Würth wind brace band WZ measurement
Characteristic load capacity R1,k [KN] minimum of the wind brace band WZ from:
Width (mm)	Thickness (mm)	Steel or wind brace band WZ	Wood when using Würth anchor nails 4.0 mm x L			Wood when using ASSY 3.0 joist hanger screw 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 load capacity Rk [KN] of the wind brace band tensioning system (ETA- 15/0043)
WRB wind brace band tensioner WRB anchor connection			WRB anchor plate type 2		WRB Butterfly
			45°		45°
24,2			14	18,7	15,2	17,7
Measurement example wind brace band WZ without WRB tensioning system: Assumptions: Würth wind brace band WZ 1.5 x 60 mm, connection with 12 ASSY 3.0 joist hanger screws 5.0 x 40 mm, usage class 2, load duration class: "short", load F_d = 15.0 KN Calculation: R_1,dWood: 12 pcs x 2.13 kN x 0.9/1.3 = 17.7 kN, decisive => 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 anchor point Values apply to wood with bulk density of 350 kg/m³ Measured load capacity values: Wood: R_,d = R_,k x kmod/gm (with wood gm = 1.3) Steel: R_,d = R_,k/gm (with steel gm = 1.3) It should be assessed whether Würth ASSY 3.0 joist hanger screws should be installed based on the edge spacing which is to be maintained. These are planning aids. Where a project is undertaken, the values should be checked by an authorised person.

Required accessory:

Product

Description

Quantity

Price
/PU

Comb nail / anchor nail

RIDGNL-(A3K)-4X40MM

Art.-no. 0681940040

Galvanised steel, blue coated (A2K)

x 3000 pcs

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