] Anchor Size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39. ] Anchor Size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39

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1 11.0 Chemial Anhors 11.5 EPC80 (Pure Epoxy Resin) with VA Rods Produt Features Espeially suitable to high load in onrete appliation Reommended for threaded stud and rebar; either fixation or strutural purposes No shrinkage and odour free Usable in wet and flooded environments High hemial and temperature resistane Suitable for diamond drilled holes Dynami and long term loads resistane Substrates RC Conrete, stones and other solid masonry Resin Speifiations Pure epoxy resin Speifi weight: 1.6 kg/l at 20ºC Compressive Strength (EN 196-1): 94.0 MPa VOC (ASTM D2369): 2g/l mixing appliation Stud Speifiations Hole Orientation Carbon Steel Grade 5.8 Zin Galvanised or Hot Dipped Galvanised High Tensile Steel Grade 8.8 Zine Galvanised or Hot Dipped Galvanised Stainless Steel 304(A2) and 316 (A4) Floor Wall CONC STONE BRICK ZZINC G A2 INOX A4 INOX Basi Loading Data Mean Ultimate Resistane [F Ru,m Anhor Size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Carbon steel: lass 5.8 Tensile Load (kn) N Ru,m Shear Load (kn) V Ru,m High tensile steel: lass 8.8 Tensile Load (kn) N Ru,m Shear Load (kn) V Ru,m Stainless steel: lass A2/A4 Tensile Load (kn) N Ru,m Shear Load (kn) V Ru,m Charateristi Resistane [F Rk Anhor Size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Carbon steel: lass 5.8 Tensile Load (kn) N Rk Shear Load (kn) V RK High tensile steel: lass 8.8 Tensile Load (kn) N Rk Shear Load (kn) V RK Stainless steel: lass A2/A4 Tensile Load (kn) N Rk Shear Load (kn) V RK Design Resistane [F Rd Anhor Size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Carbon steel: lass 5.8 Tensile Load (kn) N Rd Shear Load (kn) V Rd High tensile steel: lass 8.8 Tensile Load (kn) N Rd Shear Load (kn) V Rd Stainless steel: lass A2/A4 Tensile Load (kn) N Rd Shear Load (kn) V Rd Reommended Load [F Re Anhor Size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Carbon steel: lass 5.8 Tensile Load (kn) N Re Shear Load (kn) V Re High tensile steel: lass 8.8 Tensile Load (kn) N Re Shear Load (kn) V Re Stainless steel: lass A2/A4 Tensile Load (kn) N Re Shear Load (kn) V Re Steel failure is observed. 92

2 Setting Details Anhor Size d o Anhor Length L Drilled Hole Dia. d h Anhorage Length Fixture Hole Dia. d fix Max. Fix Thk. t fix Min. Con Thk. b min Re. Torque (Nm) t 1) Volume Req'd to Fill Hole (ml) Carbon Steel 5.8 Zin Galvanised High Tensile Steel 8.8 Hot Dipped Galvanised Stainless Steel A2 (SUS304) Stainless Steel A4 (SUS316) M VA8110 VA8110GH VA8110S VA8110SS M VA10130 VA10130GH VA10130S VA10130SS M VA12160 VA12160GH VA12160S VA12160SS M VA16190 VA16190GH VA16190S VA16190SS M VA20260 VA20260GH VA20260S VA20260SS M VA24300 VA24300GH VA24300S VA24300SS M VA27340 VA27340GH VA27340S VA27340SS M VA30380 VA30380GH VA30380S VA30380SS M VA33420 VA33420GH VA33420S VA33420SS M VA36460 VA36460GH VA36460S VA36460SS M VA39 VA39GH VA39S VA39SS 1) Volume alulation based on half-filled method and wastage not inluded. Curing Time Conrete Temperature ( o C) Gel Time Cure Time (Dry) Cure Time (Wet) mins. 30 hrs. 40 hrs mins. 18 hrs. 30 hrs mins. 5 hrs. 8 hrs mins. 3 hrs. 4 hrs Note: If during the installation of the rod the temperature drop below -6 o or rises above 60 o, please ontat our Engineers for the proper proedures. Installation Proedure & Setting Diagram Always Wear Suitable Eye Protetion To BSEN166. L d fix d h d o t b min t fix Mehanial Properties Anhor Size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Cross Setional Area (mm 2 ) A s Nominal Tensile Strength (N/mm 2 ) ~ Carbon steel: lass 5.8 ~ High tensile steel: lass 8.8 ~ Stainless steel: lass A2/A4 Nominal Yield Strength (N/mm 2 ) ~ Carbon steel: lass 5.8 ~ High tensile steel: lass 8.8 ~ Stainless steel: lass A2/A4 f uk f yk Elasti Moment of Resistane (mm 3 ) W el , , , , ,860.0 Design Bending Moment (Nm) ~ Carbon steel: lass 5.8 ~ High tensile steel: lass 8.8 ~ Stainless steel: lass A2/A4 M Rd,s , , , , , , , , ,158.0 The design bending moment is derived from M Rd,s M Rk,s / g Ms,N partial safety fator of The reommended bending moment is derived from M Re,s M Rd,s / g F safety fator is

3 11.0 Chemial Anhors Steel Tensile Resistane [N Rd,s Design Steel Tensile Resistane [N Rd,s Anhor Size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Carbon steel: lass 5.8 N Rd,s (kn) High tensile steel: lass 8.8 N Rd,s (kn) Stainless steel: lass A2/A4 N Rd,s (kn) The design steel resistane is derived from N Rd,s N Rk,s / g Ms,N partial safety fator is 1.5 for arbon steel 5.8 and high tensile steel 8.8; 1.87 for stainless steel A2/A4. The reommended load is derived from N Re,s N Rd,s / g F safety fator is 1.4. Pull-Out Resistane [N Rd,p a single anhor is onsidered for non-raked onrete valid for onrete ompressive strength: f k,ube 25 N/mm 2 no influene of anhor spaing and edge distane must adhere to setting details for aurate loading data Design Pull-Out Resistane [N 0 Rd,p Anhor Size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Carbon steel: lass 5.8 / High tensile steel: lass 8.8 / Stainless steel: lass A2/A4 N o Rd,p (kn) The design onrete one resistane is derived from N 0 Rd,p N0 Rk,p / g M,N partial safety fator is 1.8. The reommended load is derived from N 0 Re,p N0 Rd,p / g F safety fator is 1.4. Design Pull-Out Resistane: N Rd,p N 0 Rd,p * f h,n * f β,n Conrete Cone Resistane [N Rd, a single anhor is onsidered for non-raked onrete valid for onrete ompressive strength: f k,ube 25 N/mm 2 no influene of anhor spaing and edge distane must adhere to setting details for aurate loading data Design Conrete Cone Resistane [N 0 Rd, Anhor Size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Carbon steel: lass 5.8 / High tensile steel: lass 8.8 / Stainless steel: lass A2/A4 N o Rd, (kn) The design onrete one resistane is derived from N 0 Rd, N0 Rk, / g M,N partial safety fator is 1.5. The reommended load is derived from N 0 Re, N0 Rd, / g F safety fator is 1.4. Design Conrete Cone Resistane: N Rd, N 0 Rd, * f h,n * f β,n * f a,n * f e,n Final Design Anhor Tensile Capaity [N Rd Design Anhor Tensile Capaity [N Rd : lower of [ N Rd,s ; N Rd,p ; N Rd, 94

4 Steel Shear Resistane [V Rd,s Design Steel Shear Resistane [V Rd,s Anhor Size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Carbon steel: lass 5.8 V Rd,s (kn) High tensile steel: lass 8.8 V Rd,s (kn) Stainless steel: lass A2/A4 V Rd,s (kn) The design steel resistane is derived from V Rd,s V Rk,s / g Ms,V partial safety fator is 1.25 for arbon steell 5.8 and high tensile steel 8.8; 1.56 for stainless steel A2/A4. The reommended load is derived from V Re,s V Rd,s / g F safety fator is 1.4. Conrete Edge Shear Resistane [V Rd, a single anhor is onsidered for non-raked onrete valid for onrete ompressive strength: f k,ube 25 N/mm 2 load determined towards onrete edge only minimum edge distane min is onsidered must adhere to setting details for aurate loading data 2 I Design Conrete Edge Shear Resistane [V 0 Rd, Anhor Size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Carbon steel: lass 5.8 / High tensile steel: lass 8.8 / Stainless steel: lass A2/A4 V o Rd, (kn) min The design onrete one resistane is derived from V 0 Rd, V0 Rk, / g M,V partial safety fator is 1.5. The reommended load is derived from V 0 Re, V0 Rd, / g F safety fator is 1.4. Design Conrete Edge Shear Resistane: V Rd, V 0 Rd, * f β,v * f α,v * Conrete Pry-Out Resistane [V Rd,p a single anhor is onsidered for non-raked onrete valid for onrete ompressive strength: f k,ube 25 N/mm 2 no influene of anhor spaing and edge distane must adhere to setting details for aurate loading data Design Conrete Pry-Out Resistane [V o Rd,p Anhor Size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Carbon steel: lass 5.8 / High tensile steel: lass 8.8 / Stainless steel: lass A2/A4 V o Rd,p (kn) The design onrete one resistane is derived from V 0 Rd,p V0 Rk,p / g M,V partial safety fator is 1.5. The reommended load is derived from V 0 Re,p V0 Rd,p / g F safety fator is 1.4. Design Conrete Pry-Out Resistane: V Rd,p V 0 Rd,p * f β,v * f a,n * f e,n Final Design Anhor Shear Capaity [V Rd Design Anhor Shear Capaity [V Rd : lower of [ V Rd,s ; V Rd, ; V Rd,p Combined Load Capaity Combined Tension and Shear: N Sd N Rd V Sd + < 1.2 V Rd Limit state ombination of tension and shear must be satisfied the above onditions. The designer must verify the atual required loads if given loading is ultimate load, design load or safe working load. This is to avoid design fault whih ommonly over design or under apaity. 95

5 11.0 Chemial Anhors Influening Fators (by C-C method) Influene of Anhorage Depth [f h,n f h,n h at Limits: h at 2 * f Influene of Conrete Strength [f β,n f k,ube ( k,ube ) Limits: 25 MPa f k,ube 60 MPa Conrete [Cube Compressive Strength (MPa) f k,ube Conrete [Cylinder Compressive Strength (MPa) f k,yl Conrete Strength Designation [ENV 206 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 Conrete Strength Fator f β,n Influene of Anhor Spaing [f a,n Anhor Spaing s M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M Critial Spaing s r Absolute Minimum Spaing s min f a,n s 4 * s Cone Failure Limits: s min < s < s r s min 0.5 * s r 2.0 * s Anhor Influene of Edge Distane [f e,n Edge Distane M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M Critial Spaing s r Absolute Minimum Edge Distane min f e,n * h ef Cone Failure Anhor Limits: min r min 0.5 * r 1.0 * 96

6 Influene of Conrete Strength [f ß,V f β,v f k,ube 25 Limits: 25 MPa < f k,ube < 60 MPa Conrete [Cube Compressive Strength (MPa) f k,ube Conrete [Cylinder Compressive Strength (MPa) f k,yl Conrete Strength Designation [ENV 206 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 Conrete Strength Fator f β,v Influene of Shear Load Diretion [f α,v Load Type Oblique 0 Oblique 30 Oblique 45 Oblique 60 Oblique 90 Angle, α [ 0 < α < < α < < α < < α < < α < 90 f α,v Formulae f α,v 1 f α,v 1 + K sin α f α,v 2 K 0.28 (oblique 30 ) 0.50 (oblique 45 ) 0.83 (oblique 60 ) Influene of Spaing and Edge Distane [ min * min 3 + s * 6 min min 3 + s 1 + s 2 + s n-1 * 3n min min for single anhor towards a onrete edge for two anhors when s < 3 for multiple anhors when s 1 to s n-1 < 3 and 2 > 1.5 2,1 sn-1 s 3 s 2 s 1 2,2 V h>1.5 / min Edge influene with single anhor s/ min

7 11.0 Chemial Anhors 11.6 EPC80 (Pure Epoxy Resin) with Rebars Produt Features Espeially suitable to high load in onrete appliation Reommended for threaded stud and rebar; either fixation or strutural purposes No shrinkage and odour free Usable in wet and flooded environments High hemial and temperature resistane Suitable for diamond drilled holes Dynami and long term loads resistane Substrates RC Conrete, stones and other solid masonry Resin Speifiations Pure epoxy resin Speifi weight: 1.6 kg/l at 20ºC Compressive Strength (EN 196-1): 94.0 MPa VOC (ASTM D2369): 2g/l mixing appliation Rebar Speifiations Hole Orientation Type BSt aording to DIN 488. If rebar differs from this speifiation, please onsult your loal agent for speifiation or our engineers for further design details CONC STONE Floor Wall Basi Loading Data Mean Ultimate Resistane [F Ru,m Tensile Load (kn) N Ru,m Shear Load (kn) V Ru,m Charateristi Resistane [F Rk Tensile Load (kn) N Rk Shear Load (kn) V Rk Design Resistane [F Rd Tensile Load (kn) N Rd Shear Load (kn) V Rd Reommended Load [F Re Tensile Load (kn) N Re Shear Load (kn) V Re Setting Details Rebar Size d s ɸ10 ɸ12 ɸ16 ɸ20 ɸ25 ɸ32 ɸ40 Drilled Hole Diameter d h Anhorage Length L e Minimum Conrete Thikness b min ) Volume Required to Fill Hole (ml) ) Fixings per Cartridge (nos) ) Volume alulation based on half-filled method and wastage not inluded. 2) Fixings per artridge based on 360ml pak. Curing Time Conrete Temperature ( o C) Gel Time Cure Time (Dry) Cure Time (Wet) mins. 30 hrs. 40 hrs mins. 18 hrs. 30 hrs mins. 5 hrs. 8 hrs mins. 3 hrs. 4 hrs Note: If during the installation of the rod the temperature drop below -6 o or rises above 60 o, please ontat our Engineers for the proper proedures. 98

8 Installation Proedure & Setting Diagram Always Wear Suitable Eye Protetion To BSEN166. d h d s b min Mehanial Properties Rebar Size d s ɸ10 ɸ12 ɸ16 ɸ20 ɸ25 ɸ32 ɸ40 Cross setional area (mm 2 ) A s ,256.6 Nominal tensile strength (N/mm 2 ) f uk 550 Nominal yield strength (N/mm 2 ) f yk Steel Tensile Resistane [N Rd,s Design Steel Tensile Resistane [N Rd,s N Rd,s (kn) The design steel resistane is derived from N Rd,s N Rk,s / g Ms,N partial safety fator is The reommended load is derived from N Re,s N Rd,s / g F safety fator is 1.4. Pull-Out Resistane [N Rd,p a single anhor is onsidered for non-raked onrete valid for onrete ompressive strength: f k,ube 25 N/mm 2 no influene of anhor spaing and edge distane must adhere to setting details for aurate loading data Design Pull-Out Resistane [N 0 Rd,p N o Rd, (kn) The design onrete one resistane is derived from N 0 Rd,p N0 Rk,p / g M,N partial safety fator is 1.8. The reommended load is derived from N 0 Re,p N0 Rd,p / g F safety fator is 1.4. Design Pull-Out Resistane: N Rd,p N 0 Rd,p * f h,n * f β,n Conrete Cone Resistane [N Rd, a single anhor is onsidered for non-raked onrete valid for onrete ompressive strength: f k,ube 25 N/mm 2 no influene of anhor spaing and edge distane must adhere to setting details for aurate loading data Design Conrete Cone Resistane [N Rd, N o Rd, (kn) The design onrete one resistane is derived from N 0 Rd, N0 Rk, / g M,N partial safety fator is 1.5. The reommended load is derived from N 0 Re, N0 Rd, / g F safety fator is 1.4. Design Conrete Cone Resistane: N Rd, N 0 Rd, * f h,n * f β,n * f a,n * f e,n 99

9 11.0 Chemial Anhors Final Design Anhor Tensile Capaity [N Rd Design Anhor Tensile Capaity [N Rd : lower of [ N Rd,s ; N Rd,p ; N Rd, Steel Shear Resistane [V Rd,s Design Steel Shear Resistane [V Rd,s V Rd,s (kn) The design steel resistane is derived from V Rd,s V Rk,s / g Ms,V partial safety fator is The reommended load is derived from V Re,s V Rd,s / g F safety fator is 1.4. Conrete Edge Shear Resistane [V Rd, a single anhor is onsidered for non-raked onrete valid for onrete ompressive strength: f k,ube 25 N/mm 2 load determined towards onrete edge only minimum edge distane min is onsidered must adhere to setting details for aurate loading data Design Conrete Edge Shear Resistane [V 0 Rd, V 0 Rd, (kn) min I The design onrete one resistane is derived from V 0 Rd, V0 Rk, / g M,V partial safety fator is 1.5. The reommended load is derived from V 0 Re, V0 Rd, / g F safety fator is 1.4. Design Conrete Edge Shear Resistane: V Rd, V 0 Rd, * f β,n * f α,v * Conrete Pry-Out Resistane [V Rd,p a single anhor is onsidered for non-raked onrete valid for onrete ompressive strength: f k,ube 25 N/mm 2 no influene of anhor spaing and edge distane must adhere to setting details for aurate loading data Design Conrete Pry-Out Resistane [V o Rd,p V o Rd,p (kn) h ef The design onrete one resistane is derived from V 0 Rd,p V0 Rk,p / g M,V partial safety fator is 1.5. The reommended load is derived from V 0 Re,p V0 Rd,p / g F safety fator is 1.4. Design Conrete Pry-Out Resistane: V Rd,p V 0 Rd,p * f β,n * f a,n * f e,n Final Design Anhor Shear Capaity [V Rd Design Anhor Shear Capaity [V Rd : lower of [ V Rd,s ; V Rd, ; V Rd,p Combined Load Capaity Combined Tension and Shear: N Sd N Rd V Sd + < 1.2 V Rd Limit state ombination of tension and shear must be satisfied the above onditions. The designer must verify the atual required loads if given loading is ultimate load, design load or safe working load. This is to avoid design fault whih ommonly over design or under apaity. 100

10 Influening Fators (by C-C method) Influene of Anhorage Depth [f h,n f h,n h at Limits: h at 2 * Influene of Conrete Strength [f β,n f k,ube f k,ube ( ) Limits: 25 MPa f k,ube 60 MPa Conrete [Cube Compressive Strength (MPa) f k,ube Conrete [Cylinder Compressive Strength (MPa) f k,yl Conrete Strength Designation [ENV 206 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 Conrete Strength Fator f β,n Influene of Anhor Spaing [f a,n Anhor Spaing s ɸ10 ɸ12 ɸ16 ɸ20 ɸ25 ɸ32 ɸ Critial Spaing s r f a,n s 4 * s Cone Failure Limits: s min < s < s r s min 0.5 * s r 2.0 * s Anhor Absolute Minimum Spaing s min Influene of Edge Distane [f e,n Edge Distane ɸ10 ɸ12 ɸ16 ɸ20 ɸ25 ɸ32 ɸ Critial Spaing s r f e,n * h ef Cone Failure Anhor Limits: min r min 0.5 * r 1.0 * Absolute Minimum Edge Distane min

11 11.0 Chemial Anhors Influene of Conrete Strength [f ß,V f β,v f k,ube 25 Limits: 25 MPa < f k,ube < 60 MPa Conrete [Cube Compressive Strength (MPa) f k,ube Conrete [Cylinder Compressive Strength (MPa) f k,yl Conrete Strength Designation [ENV 206 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 Conrete Strength Fator f β,v Influene of Shear Load Diretion [f α,v Load Type Oblique 0 Oblique 30 Oblique 45 Oblique 60 Oblique 90 Angle, α [ 0 < α < < α < < α < < α < < α < 90 f α,v Formulae f α,v 1 f α,v 1 + K sin α f α,v 2 K 0.28 (oblique 30 ) 0.50 (oblique 45 ) 0.83 (oblique 60 ) Influene of Spaing and Edge Distane [ min * min 3 + s * 6 min min 3 + s 1 + s 2 + s n-1 * 3n min min for single anhor towards a onrete edge for two anhors when s < 3 for multiple anhors when s 1 to s n-1 < 3 and 2 > 1.5 2,1 sn-1 s 3 s 2 s 1 2,2 V h>1.5 / min Edge influene with single anhor s/ min

12 Conrete Compressive Strength [f k,ube : 30 N/mm 2 (C25/30) Rebar Size d s [mm ɸ10 ɸ12 ɸ16 ɸ20 ɸ25 ɸ32 ɸ40 Design Steel Resistane N Rd,s [kn Design Bond Stress f bd [N/mm Drilled Hole Diameter d h [mm 13 ~ ~ ~ ~ ~ ~ ~ 52 Bar Spaing s [mm Edge Distane [mm L b,rqd / Rebar ɸ Anhorage Length, L b [mm EPC80 (Pure Epoxy Resin) for Rebar Appliations (Design Load Speifiation) Design Tensile Bonding Capaity, N Rd (kn) Minimum depth to develop full steel shear Length to Develop Steel Yield, L b,rqd [mm ) Safety Fator for Design Tensile Steel Resistane: g Ms,N 1.15 (based on steel yield strength of 460 N/mm 2 ) 2) Safety fator for Design Tensile Conrete Pull-Out Resistane: g Mp,N 1.8 3) Safety fator for Design Tensile Conrete Cone Resistane: g M,N 1.5 4) Minimum spaing shall be 4d s bar to bar or 5d s entre-to-entre. 5) Minimum edge distane shall be 2d s bar to bar or 2.5d s entre-to-entre. 6) Loading appliable to Non-Craked Conrete with design omply in aordane to BS8110. Suggested Appliations: i) Overlap Joints for slabs and beams ii) Overlap joint at foundation olumn or wall iii) Rebar onnetion for simply supported slabs or beams iv) Shear onnetor or ompression omponent joints. Important Note: Arhitet or design engineer must ondut final heked with the atual site ondition for any variations against tabulated data. 103