Flat steel anchor, heavy-duty

Pre-punched nail or round holes (short leg: four nail holes and one round hole; long leg: only nail holes).

Anchor nails 4.0 x 40 mm must be used for securing in accordance with EN 14592.
No specified nail pattern needs to be observed with regard to the nailing method according to ETA 08/0259. Partial nailing is permitted.
The load-bearing capacities indicated are for coniferous wood with a characteristic density of ρk ≥ 350 kg/m3.
Rated load capacity of a nail: FVM,Rd = kmod / γM × F1,Rk with γM = 1.3
Rated value of steel load capacity for anchor mounting in concrete: Fm,Rd = Fm,Rk / γM0 with γM0 = 1.0
Rated value of the steel load capacity for tension anchors in concrete: Ft,Rd = Ft,Rk / γM2 with γM2 = 1.25
Rated value of the total load capacity for anchor mounting: F1,Rd = min {n × FVM,Rd; Fm,Rd} where n = number of nails
Rated value of the total load capacity for tension anchors in concrete: F1,Rd = min {n × FVM,Rd; Ft,Rd} where n = number of nails
The minimum distances for nails for sheet steel–wood connections according to EN 1995-1-1 must be observed.