*  Only ETA 18/0433 ETAG 001 p.6 Multiple use
** Only ETA 18/0432 EAD-330232-00-0601 opt.7

Screw Length: Minimum: L_s,min + t_fix  -  Maximum: L_th + t_fix

1. The design loads loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The loading figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if the rebar diameter is 10mm or smaller.
2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c ≤ max [10 hef; 60d]) the concrete edge failure shall be checked per ETAG 001, Annex C, design method A.
3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmaL +\sigmaR ≤ 0. In the absence of detailed verification\sigmaR = 3 N/mm² can be assumed (\sigmaL equals the tensile stress within the concrete induced by external loads, anchors loads included).

*Not covered by ETA-18/0432

The design loads F_RD derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors γ_M

The recommended loads F derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors γ_F=1.4 and γ_M