* Nie objęte aprobtą

* Nie objęte aprobatą

* Nie zawarte w ETA-08/0276

1) Zalecane obciążenia zostały obliczone na podstawie nośności charakterystycznych podanych w ETA z częściowymi współczynnikami bezpieczeństwa podanymi w ETAG001 i częściowym współczynniku bezpieczeństwa dla obciążeń: f = 1,4.
2) Zalecane obciążenia osiowe obowiązują dla betonu zbrojonego i żelbetu z odstępem między prętami s ≥ 15 cm (dowolna średnica) lub z odstępem zbrojenia s ≥ 10 cm, jeśli średnica pręta zbrojeniowego wynosi 10 mm lub mniej.
3) Dane dotyczące ścinania dotyczą pojedynczej kotwy bez wpływu krawędzi betonu. Dla zakotwień bliskich krawędzi (c ≤ max [10 hef; 60d]) należy sprawdzić uszkodzenie krawędzi betonu zgodnie z ETAG 001, załącznik C, metoda projektowania A.
4) Beton jest uważany za niezarysowany, gdy naprężenie rozciągające w betonie wynosi \ sigmaL + \ sigmaR ≤ 0. W przypadku braku szczegółowej danych można przyjąć, że \ sigmaR = 3 N / mm² (\ sigmaL jest równe wytrzymałości na rozciąganie
naprężenia w betonie wywołane przez obciążenia zewnętrzne, w tym obciążenia od kotew).
6) Zalecany moment gnący obowiązuje tylko dla prętów gwintowanych.
7) BOA-X M16 / 95 nie jest zawarty w ETA-08/0276. Zalecane obciązenia w betonie zarysowanym (C20 / 25 à C50 / 60) to:
Rds, N = 6,4 [kN]; Rds, V = 6,4 [kN]
A w  betonie niezarysowanym:
Rds, N = 10,0 [kN]; Rds, V = 10,0 [kN]

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-08/0276

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-08/0276

1. The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of γF=1.4. 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 10 mm 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).
 

1. The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of γF=1.4. 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 10 mm 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).