Microsites

Microsites

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
CE Marking
New
New
Electrogalvanized steel 20 µm
Electrogalvanized steel 20 µm
Indoor
Indoor
EPD
EPD
Service class 2
Service class 2
BAN09_SSTBP_homepage_LV_en
BAN09_SSTBP_homepage_DE_de

Product Details

Images

Features

Material

Steel:
S550GD + Z275 according to EN10346

Corosion protection:
275 g/m2 on both sides - correspond to a zinc layer of approx. 20 μm

Advantages

  • Reinforced holes offer enhanced strap tensile capacity
  • Very light weight but strong
  • Easy to cut with metal shears

Technical Data

Product Dimensions

Dimensions

ReferenceConnector Dimensions
OtherProduct Dimensions[mm]Holes[mm]
Tun / DB nr.NOB nr.Qty per BoxWeight[kg]A[mm]B[mm]t[mm]∅[mm]
BAN0940251726428486565951.06.540250.95

Product capacities

ReferenceStraps capacity
Characteristic capacities - Timber C24[kN]
R₁,ₖ[kN]
Steel354050CNA4.0x60
BAN09402517.81.68 x n1.83 x n2.22 x n2.36 x n

n = effective number of nails in the row according to Eurocode 5 – 8.3.1.1 (8)

Product Dimensions & Performance Values

Dimensions

ReferenceConnector Dimensions
Product Dimensions[mm]Holes[mm]
A[mm]B[mm]t[mm]∅[mm]
BAN09402540250.95

 

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

Fixation

CNA4.0xl

CSA5.0xl

For high loads installation with windbracing connectors is recommended

Certification

Buy Online

Contact

Simpson Strong-Tie U.K.

Simpson Strong-Tie

Cardinal Point, Winchester Road
Tamworth
Staffordshire
B78 3HG
United Kingdom