BAN09
Windbracing Strap
BAN09 windbracing straps can be used for anchoring and bracing of roof constructions. The engineered "strong-holes" ensures a very light 0.9 mm strap with the same capacities as a 2mm strap. The thin material makes the strap easy to lift and handle on the job site. And it is easy to cut with metal shears.
CE Marking
Service class 2
Electrogalvanized steel 20 µm
Indoor
EPD
Product Details
Images
Features
Technical Data
Dimensions
Product Dimensions
| References | Tun / DB nr. | NOB nr. | Product Dimensions | Holes | Box Quantity | Weight [kg] | ||
|---|---|---|---|---|---|---|---|---|
| A [mm] | B [m] | t [mm] | Ø | |||||
| BAN094025 | 1726428 | 48656595 | 40 | 25 | 0.9 | 5 | 1 | 6.5 |
Product capacities
| References | Characteristic capacities R1.k Timber C24 [kN] | ||||
|---|---|---|---|---|---|
| Maximum value | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | |
| BAN094025 | 17.8 | 1.68 x n | 1.83 x n | 2.22 x n | 2.36 x n |
n = effective number of nails in the row according to Eurocode 5 – 8.3.1.1 (8)
Product Dimensions & Performance Values
| References | Dimensions | Holes | Strap Characteristic Tensile Capacity R1,st [kN] | ||
|---|---|---|---|---|---|
| A [mm] | B [m] | t [mm] | |||
| BAN094025 | 40 | 25 | 0.9 | Ø5 | 17.8 |
The maximum characteristic value tolerated under tensile load corresponds to the plate's maximum tensile strength. The fasteners must be checked separately using EN 1995-1-1. The characteristic resistance of an BAN fixing band assembly under tensile load R1.k is: Rl.k= min (R1.st; Rupper; Rlower )
Where:
R1.st: the maximum characteristic value tolerated under tensile load as specified in the table above. Rupper: the resistance of the group of fasteners in the upper wall Rlower: the resistance of the group of fasteners in the lower wall Rupper = nef.upper x Rlat.k Rlower = nef.lower x Rlat.k
Where:
nef.upper: the effective number of fasteners in the upper wall nef.lower: the effective number of fasteners in the lower wall Rlat.k: the strength of the chosen fastener
Example: BAN094025 joining two CLT walls with an intermediate floor. The aim is to determine the fixing band's load-bearing capacity when subjected to tensile forces. The nailing pattern shown below is used. The following table provides the characteristic strength values.
Installation
Installation
