OMINAISUUDET SOVELLUS. Technical data sheet BOAX-II HDG - KIILA-ANKKURI. Mutterin ja aluslevyn kanssa. UK-DoP-e08/0276, ETA-08/0276.

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Pauli Kinnunen
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1 BOAX-II - KIILA-ANKKURI Mutterin ja aluslevyn kanssa. UK-DoP-e08/0276, ETA-08/0276 OMINAISUUDET Materiaali Kuumasinkitty teräs SOVELLUS Käyttötarkoitus Teräsrakenteiden Kiskojen Kannattimien Julkisivujen Kaapelihyllyjen Liittimien kiinnittämiseen Liitos Halkeileva/halkeilematon betoni BOAX-II - Kiila-ankkuri 1/10

2 BOAX-II - KIILA-ANKKURI TECHNICAL DATA Mitat Art. No. DB nr. NOBB nr. Thread dimension [mm] Total length [L] [mm] Kiinnitettävän materiaalin maksimipaksuus [tfix] [mm] Kierteen pituus [f] [mm] Eff. sættedybde [hef] [mm] Ø pullthrough hole [df] [mm] Porauksen Määrä Ø x syvyys pakkauksessa [d0 x h1] [stk] [mm] BOAX /15 * M x BOAX /50 * M x BOAXII HD 8/ M x60 50 BOAXII HD 8/ M x60 50 BOAXII HD 8/ M x60 40 II 10/10 BOAXII HD M x75 40 II 10/20 BOAXII HD M x75 25 II 10/30 BOAXII HD M x75 25 II 10/50 BOAXII HD M x75 25 II 10/80 BOAXII HD M x75 25 BOAXII HD 12/ M x90 20 II 12/20 BOAXII HD M x90 20 II 12/30 BOAXII HD M x90 20 II 12/65 BOAXII HD M x90 20 BOAXII HD 16/ M x II 16/20 BOAXII HD M x II 16/50 BOAXII HD M x BoA- X 20/20 BOAX M x130 5 * BOAXII HD - - * not included in ETA approval BOAX-II - Kiila-ankkuri 2/10

3 BOAX-II - KIILA-ANKKURI Load bearing table concrete/non-cracked concrete Halkeilematon betoni N Rd [kn] V Rd [kn] 6/15 * /50 * / / / / / / / / / / / / / / / /20 * BOAXII HD *Not included in ETA approval Load bearing table in conrete - cracked concrete 6/15 * 6/50 * 8/10 8/30 8/50 Halkeillut betoni N Rd [kn] V Rd [kn] BOAX-II - Kiila-ankkuri 3/10

4 BOAX-II - KIILA-ANKKURI Halkeillut betoni N Rd [kn] V Rd [kn] 10/ / / / / / / / / / / / /20 * BOAXII HD Expansion mechanical anchor d 0 [mm] h 1 [mm] d f [mm] Sw 6/15 * 6/50 * 8/10 8/30 8/50 II 10/10 II 10/20 II 10/30 II 10/50 II 10/80 Tightening moment [Tinst] [Nm] h ef [mm] S cr,n [mm] S min [mm] C cr,n [mm] C min [mm] h min [mm] BOAX-II - Kiila-ankkuri 4/10

5 BOAX-II - KIILA-ANKKURI d 0 [mm] h 1 [mm] d f [mm] Sw Tightening moment [Tinst] h ef [mm] S cr,n [mm] S min [mm] C cr,n [mm] C min [mm] h min [mm] [Nm] 12/ II 12/ II 12/ II 12/ / II 16/ II 16/ BoA- X 20/20 * BOAXII HD - - *Not included in ETA approval Design capacities - single anchor - no edge distances - Non-cracked concrete 6/15 * 6/50 * 8/10 8/30 8/50 10/10 10/20 10/30 10/50 10/80 12/5 12/20 Tension - N Rd [kn] Design capacity - Non-cracked concrete Shear - V Rd [kn] BOAX-II - Kiila-ankkuri 5/10

6 BOAX-II - KIILA-ANKKURI Tension - N Rd [kn] Design capacity - Non-cracked concrete Shear - V Rd [kn] 12/30 12/65 16/5 16/20 16/50 20/20 * BOAXII HD 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 Design capacities - single anchor - no edge distances - Cracked concrete 6/15 * 6/50 * 8/10 8/30 8/50 10/10 10/20 10/30 10/50 10/80 12/5 12/20 12/30 Tension - N Rd [kn] Design capacity - Cracked concrete Shear - V Rd [kn] BOAX-II - Kiila-ankkuri 6/10

7 BOAX-II - KIILA-ANKKURI Tension - N Rd [kn] Design capacity - Cracked concrete Shear - V Rd [kn] 12/65 16/5 16/20 16/50 20/20 * BOAXII HD 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 Recommended capacities - single anchor - no edge distances - Non-cracked concrete 6/15 * 6/50 * 8/10 8/30 8/50 10/10 10/20 10/30 10/50 10/80 12/5 12/20 12/30 12/65 Tension - N rec [kn] Recommended capacity - Non-cracked concrete Shear - V rec [kn] M rec [Nm] BOAX-II - Kiila-ankkuri 7/10

8 BOAX-II - KIILA-ANKKURI Tension - N rec [kn] Recommended capacity - Non-cracked concrete Shear - V rec [kn] M rec [Nm] 16/5 16/20 16/50 20/20 * BOAXII HD 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). Recommended capacities - single anchor - no edge distances - Cracked concrete 6/15 * 6/50 * 8/10 8/30 8/50 10/10 10/20 10/30 10/50 10/80 12/5 12/20 12/30 12/65 Tension - N rec [kn] Recommended capacity - Cracked concrete Shear - V rec [kn] M rec [Nm] BOAX-II - Kiila-ankkuri 8/10

9 BOAX-II - KIILA-ANKKURI Tension - N rec [kn] Recommended capacity - Cracked concrete Shear - V rec [kn] M rec [Nm] 16/5 16/20 16/50 20/20 * BOAXII HD 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). BOAX-II - Kiila-ankkuri 9/10

10 BOAX-II - KIILA-ANKKURI BOAX-II - Kiila-ankkuri 10/10

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