Declaration of Performance
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1 G&B Fissaggi S.r.l. C.so Savona Villastellone (TO), Italia tel fax info@gebfissaggi.com p. 1/12 Declaration of Performance No. DPGEB1009 v Unique identification code of the product-type: Gebofix EPO PLUS RE 2. Intended uses: Intended use of the construction product according to ETA-11/0182 Anchorages subject to: Static and quasi-static s: threaded rod M8, M10, M12, M16, M20, M24, M27, M30 reinforcing bar Ø8, Ø10, Ø12, Ø14, Ø16, Ø20, Ø25, Ø28, Ø32 Seismic action for Performance Category C1: threaded rod M12, M16, M20, M24, M27, M30 reinforcing bar Ø12, Ø14, Ø16, Ø20, Ø25, Ø28, Ø32 Seismic action for Performance Category C2: threaded rod M12, M16 Base materials: - Reinforced or unreinforced normal weight according to EN 206-1: Strength class C20/25 to C50/60 according to EN 206-1: Non-cracked threaded rod M8, M10, M12, M16, M20, M24, M27, M30 reinforcing bar Ø8, Ø10, Ø12, Ø14, Ø16, Ø20, Ø25, Ø28, Ø32 - Cracked threaded rod M12, M16, M20, M24, M27, M30 reinforcing bar Ø12, Ø14, Ø16, Ø20, Ø25, Ø28, Ø32 Service temperature range: Environmental conditions: I: -40 C to +40 C (max. short term temperature +40 C and max. long term temperature +24 C) II: -40 C to +60 C (max. short term temperature +60 C and max. long term temperature +43 C) - Elements made of zinc coated or hot-dip galvanized steel, class 4.6, 5.8 or 8.8 dry internal conditions - Elements made of stainless steel A4, M24 class 70, > M24 class 50 dry internal conditions, external atmospheric exposure (including industrial and marine environment) or exposure to permanently damp internal conditions if no particular aggressive conditions exist - Elements made of high corrosion resistant steel, M24 class 70, > M24 class 50 dry internal conditions, external atmospheric exposure, permanently damp internal conditions or in other particular aggressive conditions, e.g. permanent, alternating immersion in seawater, splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used) Installation: 1: Dry or wet 2: Flooded holes (not sea warter) Perforation by hammer drilling or compressed air drilling Overhead installation is allowed Installation carried out by appropriately qualified personnel and under the supervision of the person responsible for technical matters on job site Intended use of the construction product according to ETA-14/0394 Anchorages subject to: Static and quasi-static s: threaded rod M10, M12, M16, M20, M24 reinforcing bar Ø10, Ø12, Ø14, Ø16, Ø20, Ø25 Base materials: - Reinforced or unreinforced normal weight according to EN 206-1: Strength class C20/25 to C50/60 according to EN 206-1: Non-cracked
2 p. 2/12 Service temperature range: Environmental conditions: I: -40 C to +40 C (max. short term temperature +40 C and max. long term temperature +24 C) II: -40 C to +60 C (max. short term temperature +60 C and max. long term temperature +43 C) II: -40 C to +72 C (max. short term temperature +72 C and max. long term temperature +43 C) - Elements made of zinc coated or hot-dip galvanized steel, class 4.6, 5.8 or 8.8 dry internal conditions - Elements made of stainless steel A4, M24 class 70, > M24 class 50 dry internal conditions, external atmospheric exposure (including industrial and marine environment) or exposure to permanently damp internal conditions if no particular aggressive conditions exist - Elements made of high corrosion resistant steel, M24 class 70, > M24 class 50 dry internal conditions, external atmospheric exposure, permanently damp internal conditions or in other particular aggressive conditions, e.g. permanent, alternating immersion in seawater, splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used) Installation: 1: Dry or wet 2: Flooded holes (not sea warter) Perforation by diamond drilling Overhead installation is allowed Installation carried out by appropriately qualified personnel and under the supervision of the person responsible for technical matters on job site 3. Manufacturer: G&B Fissaggi S.r.l. C.so Savona 22, Villastellone (TO), Italia 5. System of AVCP: 1 6b. European Assessment Document: ETAG 001 European Technical Assessment: ETA-11/0182 Technical Assessment Body: Deutsches Institut für Bautechnik (DIBt) Notified body: 1343 Technische Universität Darmstadt Staatliche Materialprüfungsanstalt Darmstadt European Assessment Document: ETAG 001 European Technical Assessment: ETA-14/0394 Technical Assessment Body: Deutsches Institut für Bautechnik (DIBt) Notified body: 1343 Technische Universität Darmstadt Staatliche Materialprüfungsanstalt Darmstadt 7. Declared performances: Declared performances according to ETAG 001:2008 Part 1 and Part 5, ETA-11/0182 (Design method TR 029:2010 or CEN/TS :2009 and TR 045) Threaded rod diameter M8 M10 M12 M16 M20 M24 M27 M30 Essential characteristics Installation parameters Performance d Nominal diameter of bar d 0 Nominal diameter of drill bit d fix Diameter of clearance hole in the fixture h ef,min Minimum effective anchorage depth h ef,max Maximum effective anchorage depth h 1 Depth of the drilling hole h ef h min Minimum thickness of the member h ef h ef + 2d 0 T inst Maximum installation torque [Nm]
3 p. 3/12 t fix Thickness of fixture 0 a 1500 s min Minimum spacing c min Minimum edge distance Tension steel failure mode eis eis eis eis steel, class 4.6 steel, class 5.8 steel, class 8.8 steel, A4 and HCR stainless steel, M24 class 70, > M24 class 50 Combined pull-out and failure mode Characteristic bond resistance non-cracked cracked temp. I temp. II temp. I temp. II [kn] [kn] [kn] [kn] Rk,ucr [N/mm 2 ] flooded holes Rk,ucr [N/mm 2 ] Rk,ucr [N/mm 2 ] flooded holes Rk,ucr [N/mm 2 ] flooded holes flooded holes Rk,cr [N/mm 2 ] NPD Rk,seis,C1 [N/mm 2 ] NPD Rk,seis,C2 [N/mm 2 ] NPD NPD Rk,cr [N/mm 2 ] NPD Rk,seis,C1 [N/mm 2 ] NPD Rk,seis,C2 [N/mm 2 ] NPD NPD Rk,cr [N/mm 2 ] NPD Rk,seis,C1 [N/mm 2 ] NPD Rk,seis,C2 [N/mm 2 ] NPD NPD Rk,cr [N/mm 2 ] NPD Rk,seis,C1 [N/mm 2 ] NPD Rk,seis,C2 [N/mm 2 ] NPD NPD c,c30/37 Increasing factor for C30/37 [-] 1.04 c,c40/50 Increasing factor for C40/50 [-] 1.08 c,c50/60 Increasing factor for C50/60 [-] 1.10 k 8 k 8 Factor acc. to CEN/TS sect in non-cracked Factor acc. to CEN/TS sect in cracked Concrete cone failure mode k ucr k cr Factor acc. to CEN/TS sect in non-cracked Factor acc. to CEN/TS sect in cracked [-] NPD 7.2 [-] NPD 7.2 s cr,n Critical spacing 3.0 h ef c cr,n Critical edge distance 1.5 h ef
4 p. 4/12 Splitting failure mode s cr,sp Critical spacing 2 c cr,sp c cr,sp Critical edge distance for h/h ef h ef Critical edge distance for 2.0 > h/h ef > h ef h Critical edge distance for h/h ef h ef Installation safety factor inst Safety factor, [-] Safety factor, flooded holes [-] 1.4 Shear steel failure mode without lever arm [kn] Characteristic shear resistance of steel, eis.c1 [kn] NPD class 4.6 eis,c2 [kn] NPD NPD [kn] Characteristic shear resistance of steel, eis.c1 [kn] NPD class 5.8 eis,c2 [kn] NPD NPD [kn] Characteristic shear resistance of steel, eis.c1 [kn] NPD class 8.8 eis,c2 [kn] NPD NPD Characteristic shear resistance of steel, [kn] eis.c1 A4 and HCR stainless steel, M24 class [kn] NPD eis,c2 70, > M24 class 50 [kn] NPD NPD k 2 Ductility factor acc. to CEN/TS sect Shear steel failure mode with lever arm eis steel, class 4.6 steel, class 5.8 steel, class 8.8 steel, A4 and HCR stainless steel, M24 class 70, > M24 class 50 steel under seismic action Concrete pry-out failure mode k / k 3 Factor in eq. (5.7) of TR029 / in eq. (27) of CEN/TS sect [-] 0.8 [Nm] [Nm] [Nm] [Nm] [kn] NPD 2.0 Concrete edge failure mode l f Effective length of anchor min(h ef; 8 d) d nom Outside diameter of anchor
5 p. 5/12 Displacement on tension, non-cracked, static and quasi-static s, temperature range I Displacement on tension, non-cracked, static and quasi-static s, temperature range II Displacement on tension, cracked, static, quasi-static and seismic C1 s, temperature range I NPD NPD Displacement on tension, cracked, static, quasi-static and seismic C1 s, temperature range II Displacement on tension, cracked, seismic C2 s, temperature range I NPD NPD NPD NPD NPD NPD Displacement on tension, cracked, seismic C2 s, temperature range II NPD NPD NPD NPD Displacement on shear, non-cracked and cracked, static, quasi-static and seismic C1 s, temperature range I and II V0 V shear shear kn] kn] Displacement on shear, cracked, seismic C2 s, temperature range I and II V0 V shear shear kn] NPD NPD kn] NPD NPD Reinforcing bar diameter Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Essential characteristics Installation parameters Performance d Nominal diameter of bar d 0 Nominal diameter of drill bit h ef,min Minimum effective anchorage depth
6 p. 6/12 h ef,max Maximum effective anchorage depth h 1 Depth of the drilling hole h ef h min Minimum thickness of the member h ef h ef + 2d 0 s min Minimum spacing c min Minimum edge distance Tension steel failure mode eis,c1 Characteristic tension resistance of steel Combined pull-out and failure mode Characteristic bond resistance noncracked cracked c,c30/37 c,c40/50 c,c50/60 temp. I temp. II temp. I temp. II flooded holes flooded holes Increasing factor for C30/37 Increasing factor for C40/50 Increasing factor for C50/60 Factor acc. to CEN/TS k 8 sect in non-cracked k 8 Factor acc. to CEN/TS sect in cracked Concrete cone failure mode Factor acc. to CEN/TS k ucr sect in non-cracked k cr Factor acc. to CEN/TS sect in cracked [kn] A s x f uk Rk,ucr [N/mm 2 ] Rk,ucr [N/mm 2 ] Rk,ucr [N/mm 2 ] Rk,ucr [N/mm 2 ] Rk,cr [N/mm 2 ] NPD Rk,seis,C1 [N/mm 2 ] NPD Rk,cr [N/mm 2 ] NPD Rk,seis,C1 [N/mm 2 ] NPD Rk,cr [N/mm 2 ] NPD Rk,seis,C1 [N/mm 2 ] NPD Rk,cr [N/mm 2 ] NPD Rk,seis,C1 [N/mm 2 ] NPD [-] 1.04 [-] 1.08 [-] 1.10 [-] NPD 7.2 [-] NPD 7.2 s cr,n Critical spacing 3.0 h ef c cr,n Critical edge distance 1.5 h ef
7 p. 7/12 Splitting failure mode s cr,sp Critical spacing 2 c cr,sp c cr,sp Critical edge distance for h/h ef 2.0 Critical edge distance for 2.0 > h/h ef > 1.3 Critical edge distance for h/h ef 1.3 Installation safety factor inst Safety factor, 1.0 h ef 4.6 h ef h 2.26 h ef [-] Safety factor, flooded holes [-] 1.4 Shear steel failure mode without lever arm eis,c1 k 2 Characteristic shear resistance of steel Characteristic shear resistance of steel Ductility factor acc. to CEN/TS sect Shear steel failure mode with lever arm eis,c1 Characteristic bending resistance of steel Characteristic bending resistance of steel under seismic action Concrete pry-out failure mode k / k 3 Factor in eq. (5.7) of TR029 / in eq. (27) of CEN/TS sect [kn] 0.50 A s f uk [kn] NPD 0.44 x A s x f uk [-] 0.8 [Nm] [Nm] 1.2 W el f uk NPD 2.0 Concrete edge failure mode l f Effective length of anchor min(h ef; 8 d) d nom Outside diameter of anchor inst Installation safety factor [-] 1,0 Displacement on tension, non-cracked, static and quasi-static s, temperature range I tension tension (N/ (N/ Displacement on tension, non-cracked, static and quasi-static s, temperature range II tension tension (N/ (N/ Displacement on tension, cracked, static, quasi-static and seismic C1 s, temperature range I tension tension (N/ (N/
8 p. 8/12 Displacement on tension, cracked, static, quasi-static and seismic C1 s, temperature range II tension tension (N/ (N/ Displacement on shear, non-cracked and cracked, static, quasi-static and seismic C1 s, temperature range I and II V0 V shear shear kn] kn] Declared performances according to ETAG 001:2008 Part 1 and Part 5, ETA-14/0394 (Design method TR 029:2010 or CEN/TS :2009) Threaded rod diameter M10 M12 M16 M20 M24 Essential characteristics Installation parameters Performance d Nominal diameter of bar d 0 Nominal diameter of drill bit d fix Diameter of clearance hole in the fixture h ef,min Minimum effective anchorage depth h ef,max Maximum effective anchorage depth h 1 Depth of the drilling hole h ef h min Minimum thickness of the member h ef h ef + 2d 0 T inst Maximum installation torque [Nm] t fix Thickness of fixture 0 a 1500 s min Minimum spacing c min Minimum edge distance Tension steel failure mode steel, class 4.6 steel, class 5.8 steel, class 8.8 steel, A4 and HCR stainless steel, class 70 [kn] [kn] [kn] [kn]
9 p. 9/12 Combined pull-out and failure mode Characteristic bond resistance non-cracked temp. I temp. II Rk,ucr [N/mm 2 ] ,5 9,0 flooded holes Rk,ucr [N/mm 2 ] Rk,ucr [N/mm 2 ] flooded holes Rk,ucr [N/mm 2 ] temp. III Rk,ucr [N/mm 2 ] flooded holes Rk,ucr [N/mm 2 ] c,c30/37 Increasing factor for C30/37 [-] 1.04 c,c40/50 Increasing factor for C40/50 [-] 1.08 c,c50/60 Increasing factor for C50/60 [-] 1.10 k 8 Factor acc. to CEN/TS sect in non-cracked Concrete cone failure mode k ucr Factor acc. to CEN/TS sect in non-cracked s cr,n Critical spacing 3.0 h ef c cr,n Critical edge distance 1.5 h ef Splitting failure mode s cr,sp Critical spacing 2 c cr,sp c cr,sp Critical edge distance 1.0 h ef 2 h ef( 2.5 h h ef) 2.4 h ef Installation safety factor inst Safety factor [-] Shear steel failure mode without lever arm steel, class 4.6 steel, class 5.8 steel, class 8.8 steel, A4 and HCR stainless steel, class 70 k 2 Ductility factor acc. to CEN/TS sect Shear steel failure mode with lever arm steel, class 4.6 steel, class 5.8 steel, class 8.8 steel, A4 and HCR stainless steel, class 70 [kn] [kn] [kn] [kn] [-] 0.8 [Nm] [Nm] [Nm] [Nm]
10 p. 10/12 Concrete pry-out failure mode k / k 3 Factor in eq. (5.7) of TR029 / in eq. (27) of CEN/TS sect Concrete edge failure mode l f Effective length of anchor min(h ef; 8 d) d nom Outside diameter of anchor Displacement on tension, non-cracked, static and quasi-static s, temperature range I Displacement on tension, non-cracked, static and quasi-static s, temperature range II and III Displacement on shear, non-cracked, static and quasi-static s, temperature range I, II and III V0 V shear shear kn] kn] Reinforcing bar diameter Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Essential characteristics Parametri di installazione Performance d Nominal diameter of bar d 0 Nominal diameter of drill bit h ef,min h ef,max Minimum effective anchorage depth Maximum effective anchorage depth h 1 Depth of the drilling hole h ef h min Minimum thickness of the member h ef h ef + 2d 0 s min Minimum spacing c min Minimum edge distance Tension steel failure mode Characteristic tension resistance of steel [kn] A s x f uk
11 p. 11/12 Combined pull-out and failure mode Characteristic bond resistance noncracked c,c30/37 c,c40/50 c,c50/60 temp. I temp. II temp. III flooded holes flooded holes flooded holes Increasing factor for C30/37 Increasing factor for C40/50 Increasing factor for C50/60 Factor acc. to CEN/TS k 8 sect in non-cracked Concrete cone failure mode Factor acc. to CEN/TS k ucr sect in non-cracked Rk,ucr [N/mm 2 ] Rk,ucr [N/mm 2 ] Rk,ucr [N/mm 2 ] Rk,ucr [N/mm 2 ] Rk,ucr [N/mm 2 ] Rk,ucr [N/mm 2 ] [-] 1.04 [-] 1.08 [-] 1.10 s cr,n Critical spacing 3.0 h ef c cr,n Critical edge distance 1.5 h ef Splitting failure mode s cr,sp Critical spacing 2 c cr,sp c cr,sp Critical edge distance 1.0 h ef 2 h ef( 2.5 h h ef) 2.4 h ef Installation safety factor inst Safety factor [-] Shear steel failure mode without lever arm k 2 Characteristic shear resistance of steel Ductility factor acc. to CEN/TS sect Shear steel failure mode with lever arm Characteristic bending resistance of steel Concrete pry-out failure mode k / k 3 Factor in eq. (5.7) of TR029 / in eq. (27) of CEN/TS sect [kn] 0.50 A s f uk [-] 0.8 [Nm] 1.2 W el f uk 2.0
12 p. 12/12 Concrete edge failure mode l f Effective length of anchor min(h ef; 8 d) d nom Outside diameter of anchor Displacement on tension, non-cracked, static and quasi-static s, temperature range I tension tension (N/ (N/ Displacement on tension, non-cracked, static and quasi-static s, temperature range II and III tension tension (N/ (N/ Displacement on shear, non-cracked, static and quasi-static s, temperature range I, II and III V0 V shear shear kn] kn] The performance of the product identified above is in conformity with the set of declared performances. This declaration of performance is issued, in accordance with Regulation (EU) No 305/2011, under the sole responsibility of the manufacturer identified above. Signed for and on behalf of the manufacturer by: Andrea Maggioni, General manager Villastellone, 2 November 2015
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Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical Assessment
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Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Website : www.cstb.fr www.eota.eu European Technical
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Member of Centre Scientifique et Techniqu ue du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR R-MARNE F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical
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Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 www.eota.eu Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical
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Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical Assessment
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Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 Autorisé et notifié conformément
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Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical Assessment Member
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