SVM-PSC Polyester resin for use in concrete

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Grant Harris
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concrete Basic product information Features

8 acc. EN ISO 898-1 Coating thickness min.

EN ISO 4042 STUD-A4 stainless steel, grade

1 SVM-PSC Polyester resin for use in concrete Bonded anchor with anchor rod made of galvanized steel or stainless steel of sizes M8 to M30 for use in non-cracked concrete Basic product information Features Several embedment depths ETAG Option 7 STUD carbon steel, class 5.8 acc. EN ISO STUD-88 carbon steel, class 8.8 acc. EN ISO Coating thickness min. 5µm acc. EN ISO 4042 STUD-A4 stainless steel, grade A4-70, A4-80 acc. EN ISO 3506 Steel material , , acc. EN Substrate Non-cracked concrete C20/25 C50/60 Reinforced and unreinforced concrete Dry or wet concrete (Category 1) Flooded holes, except sea water (Category 2) Last update Page 1 of 19

Installation guide 1. Drill hole to the correct diameter and depth for stud size being used. 2. Clean the hole with brush and hand pump at least four times each. 3.

2 Installation guide 1. Drill hole to the correct diameter and depth for stud size being used. 2. Clean the hole with brush and hand pump at least four times each. 3. Insert cartridge into gun and attach nozzle. 4. Dispense to waste until an even color is obtained. Insert the mixing nozzle to the far end of the hole and inject the resin, slowly withdrawing the nozzle as the hole is filled to 70% of its depth. 5. Immediately insert the rod, slowly and with a slight twisting motion. Remove any excess resin around the hole before it sets and leave it undisturbed until the curing time elapses. 6. Attach fixture and tighten the nut to the required torque. Last update Page 2 of 19

Installation data Size M8 M10 M12 M16 M20 M24 M30 Thread diameter d [mm] 8 10 12 16 20 24 30 Hole diameter in substrate d 0 [mm] 10 12 14 18 24 28 35 Installation torque T inst [Nm] 10 20 40 80 120

3 Installation data Size M8 M10 M12 M16 M20 M24 M30 Thread diameter d [mm] Hole diameter in substrate d 0 [mm] Installation torque T inst [Nm] Wrench size s w [mm] Min. hole depth in substrate h 0 [mm] h ef + 5 Min. h nom [mm] Installation depth Std. h nom [mm] Max. h nom [mm] Min. substrate thickness [mm] h ef h ef + 2 d 0 Min. spacing s min [mm] 0.5 h ef 40 Min. edge distance c min [mm] 0.5 h ef 40 Minimum curing and working time Resin temperature Concrete temperature Curing time* Working time [ o C] [ o C] [min] [min] * For wet concrete the curing time must be doubled. Last update Page 3 of 19

4 Mechanical properties Size M8 M10 M12 M16 M20 M24 M30 Nominal tensile strength Nominal yield stress Cross-sectional area STUDS STUDS-88 f uk [N/mm 2 ] STUDS-A STUDS STUDS-88 f yk [N/mm 2 ] STUDS-A A s [mm 2 ] Section modulus W el [mm 3 ] Characteristic bending resistance Design bending moment STUDS M 0 STUDS-88 [Nm] Rks STUDS-A STUDS STUDS-88 M [Nm] STUDS-A Last update Page 4 of 19

5 Product information Size Steel class 5.8 Product Code Steel class 8.8 Steel grade A4 Anchor Thread diameter Length Fixture Max. thickness Min. Stand. Max. Hole diameter d L t fix,min t fix,stnd t fix,max d f [mm] [mm] [mm] [mm] M8 STUDS STUDS STUDS A STUDS STUDS A STUDS STUDS STUDS A M10 STUDS STUDS A STUDS STUDS A STUDS STUDS STUDS A STUDS STUDS A M12 STUDS STUDS A STUDS STUDS A STUDS STUDS A STUDS STUDS STUDS A STUDS STUDS A M16 STUDS STUDS A STUDS STUDS A STUDS STUDS A STUDS STUDS STUDS A M20 STUDS STUDS A STUDS STUDS A M24 STUDS STUDS STUDS A M30 STUDS STUDS STUDS A Last update Page 5 of 19

6 Basic performance data for single anchor Performance data for single anchor without influence of edge distance and spacing. MINIMUM EMBEDMENT DEPTH NON CRACKED CONCRETE Size M8 M10 M12 M16 M20 M24 M30 Embedment depth MEAN ULTIMATE LOAD TENSION N RU,m [kn] SHEAR V RU,m [kn] TENSION N RU,m [kn] SHEAR V RU,m [kn] TENSION N RU,m [kn] SHEAR V RU,m [kn] CHARACTERISTIC LOAD TENSION N Rk [kn] SHEAR V Rk [kn] TENSION N Rk [kn] SHEAR V Rk [kn] TENSION N Rk [kn] SHEAR V Rk [kn] DESIGN LOAD TENSION N Rd [kn] SHEAR V Rd [kn] TENSION N Rd [kn] SHEAR V Rd [kn] TENSION N Rd [kn] SHEAR V Rd [kn] *Partial safety factor 1.4 RECOMMENDED LOAD* TENSION N Rec [kn] SHEAR V Rec [kn] TENSION N Rec [kn] SHEAR V Rec [kn] TENSION N Rec [kn] SHEAR V Rec [kn] Steel failure Performance data for dry or wet concrete (Category 1) In the area of reinforcement with (Ø 10mm with spacing <100mm or Ø>10mm with spacing <150mm) use partial safety factor ψ re = h ef / Last update Page 6 of 19

7 Edge distance and spacing Edge distance (tensile) Reduction factors for edge distance <c cr,n applicable to N Rd or N rec for non-cracked concrete Table only valid for one edge <c cr,n and s s cr,n c N [mm] h 1.20 M8 M10 M12 M16 M20 M24 M30 h 1.40 h 1.45 h Last update Page 7 of 19

8 Edge distance (shear) Increasing factors for edge distance >c min applicable to V Rd,c for non-cracked concrete Tables only valid for one edge >c min and s 3c V C V [mm] M8 M10 M12 M16 M20 M24 M Last update Page 8 of 19

9 Spacing Reduction factors for spacing <s cr,n applicable to N Rd / V Rd or N rec / V rec for non-cracked concrete Table only valid for one spacing <s cr,n and c c cr,n s [mm] h 1.20 M8 M10 M12 M16 M20 M24 M30 h 1.40 h 1.45 h Last update Page 9 of 19

10 Performance data for single anchor without influence of edge distance and spacing. STANDARD EMBEDMENT DEPTH NON CRACKED CONCRETE Size M8 M10 M12 M16 M20 M24 M30 Embedment depth MEAN ULTIMATE LOAD TENSION N RU,m [kn] SHEAR V RU,m [kn] TENSION N RU,m [kn] SHEAR V RU,m [kn] TENSION N RU,m [kn] SHEAR V RU,m [kn] CHARACTERISTIC LOAD TENSION N Rk [kn] SHEAR V Rk [kn] TENSION N Rk [kn] SHEAR V Rk [kn] TENSION N Rk [kn] SHEAR V Rk [kn] DESIGN LOAD TENSION N Rd [kn] SHEAR V Rd [kn] TENSION N Rd [kn] SHEAR V Rd [kn] TENSION N Rd [kn] SHEAR V Rd [kn] *Partial safety factor 1.4 RECOMMENDED LOAD* TENSION N Rec [kn] SHEAR V Rec [kn] TENSION N Rec [kn] SHEAR V Rec [kn] TENSION N Rec [kn] SHEAR V Rec [kn] Steel failure Performance data for dry or wet concrete (Category 1) and flooded holes, except sea water (Category 2) In the area of reinforcement with (Ø 10mm with spacing <100mm or Ø>10mm with spacing <150mm) use partial safety factor ψ re = h ef / Last update Page 10 of 19

11 Edge distance and spacing Edge distance (tensile) Reduction factors for edge distance <c cr,n applicable to N Rd or N rec for non-cracked concrete Table only valid for one edge <c cr,n and s s cr,n C N [mm] 1.45 M8 M10 M12 M16 M20 M24 M Last update Page 11 of 19

12 Edge distance (shear) Increasing factors for edge distance >c min applicable to V Rd,c for non-cracked concrete Tables only valid for one edge >c min and s 3c V C V [mm] M8 M10 M12 M16 M20 M24 M Last update Page 12 of 19

13 Spacing Reduction factors for spacing <s cr,n applicable to N Rd / V Rd or N rec / V rec for non-cracked concrete Table only valid for one spacing <s cr,n and c c cr,n S [mm] 1.45 M8 M10 M12 M16 M20 M24 M Last update Page 13 of 19

14 Performance data for single anchor without influence of edge distance and spacing. MAXIMUM EMBEDMENT DEPTH NON CRACKED CONCRETE Size M8 M10 M12 M16 M20 M24 M30 Embedment depth MEAN ULTIMATE LOAD TENSION N RU,m [kn] SHEAR V RU,m [kn] TENSION N RU,m [kn] SHEAR V RU,m [kn] TENSION N RU,m [kn] SHEAR V RU,m [kn] CHARACTERISTIC LOAD TENSION N Rk [kn] SHEAR V Rk [kn] TENSION N Rk [kn] SHEAR V Rk [kn] TENSION N Rk [kn] SHEAR V Rk [kn] DESIGN LOAD TENSION N Rd [kn] SHEAR V Rd [kn] TENSION N Rd [kn] SHEAR V Rd [kn] TENSION N Rd [kn] SHEAR V Rd [kn] *Partial safety factor 1.4 RECOMMENDED LOAD* TENSION N Rec [kn] SHEAR V Rec [kn] TENSION N Rec [kn] SHEAR V Rec [kn] TENSION N Rec [kn] SHEAR V Rec [kn] Steel failure Performance data for dry or wet concrete (Category 1) and flooded holes. except sea water (Category 2) In the area of reinforcement with (Ø 10mm with spacing <100mm or Ø>10mm with spacing <150mm) use partial safety factor ψ re = h ef / Last update Page 14 of 19

15 Edge distance and spacing Edge distance (tensile) Reduction factors for edge distance <c cr.n applicable to N Rd or N rec for non-cracked concrete Table only valid for one edge <c cr.n and s s cr.n C N [mm] 1.54 M8 M10 M12 M16 M20 M24 M h min Last update Page 15 of 19

16 Edge distance (shear) Increasing factors for edge distance >c min applicable to V Rd.c for non-cracked concrete Tables only valid for one edge >c min and s 3c V C V [mm] M8 M10 M12 M16 M20 M24 M Last update Page 16 of 19

17 Spacing Reduction factors for spacing <s cr.n applicable to N Rd / V Rd or N rec / V rec for non-cracked concrete Table only valid for one spacing <s cr.n and c c cr.n S [mm] 1.54 M8 M10 M12 M16 M20 M24 M Last update Page 17 of 19

18 Design performance data for group of anchors Size M8 M10 M12 M16 M20 M24 M30 STEEL FAILURE (TR 029, ) Steel class 5.8 Characteristic resistance TENSION LOAD N Rks [kn] Partial safety factor γ Ms Steel class 8.8 Characteristic resistance N Rks [kn] Partial safety factor γ Ms Steel class A4-70 Characteristic resistance N Rks [kn] Partial safety factor γ Ms PULL-OUT FAILURE (acc.tr 029, ) NON-CRACKED CONCRETE C20/25 (CHARACTERISTIC RESISTANCE ACC. 5.2a, = h Characteristic bond resistance (Temp range I 40 o C/24 o C) Characteristic bond resistance (Temp range II 80 o C/50 o C) Partial safety factor for use category Increasing factors for τ ucr τ Rk.ucr [N/mm 2 ] τ Rk.ucr [N/mm 2 ] γ Mp C30/37 Ψ c C40/50 Ψ c C50/60 Ψ c CONCRETE CONE FAILURE (acc.tr 029, ) Min h ef [mm] Effective embedment depth Max h ef [mm] Partial safety factor for use γ category 1 + 2* Mc CONCRETE SPLITTING FAILURE (acc.tr 029, ) Effective embedment depth Min h ef [mm] Max h ef [mm] Edge distance h = c cr,sp [mm] 2.5 h ef 2.0 h ef 1.5 h ef < h < 2 h ef c cr,sp [mm] From linear interpolation (drawing 1) h 2 h ef c cr,sp [mm] c cr,np Spacing S cr,sp [mm] 2.0 c cr,sp Partial safety factor for use category 1 + 2* γ Mc Last update Page 18 of 19

19 Design performance data for group of anchors Size M8 M10 M12 M16 M20 M24 M30 STEEL FAILURE (TR 029, ) Steel class 5.8 Characteristic resistance without lever arm Steel class 5.8 Characteristic resistance with lever arm SHEAR LOAD V Rks [kn] M 0 Rk,s [Nm] Partial safety factor γ Ms Steel class 8.8 Characteristic resistance without lever arm Steel class 8.8 Characteristic resistance with lever arm V Rks [kn] M 0 Rk,s [Nm] Partial safety factor γ Ms Steel class A4-70 Characteristic resistance without lever arm V Rks [kn] Steel class A4-70 Characteristic resistance with lever arm M 0 Rk,s [Nm] Partial safety factor γ Ms PRYOUT FAILURE (TR ) Factor k Partial safety factor γ Ms CONCRETE EDGE FAILURE (TR ) Diameter d [kn] Effective embedment depth Min h ef [mm] Max h ef [mm] Partial safety factor γ Mc * Use category: 1 dry or wet concrete; 2 flooded holes 2 h ef c cr,np c cr,sp Drawing 1. Curve to determination of c cr,sp in case when < h < 2 h ef Last update Page 19 of 19

Trutek TCM380 PRO. Trutek Fasteners Polska Al. Krakowska 55 Sekocin nowy Rasxyn Poland T:

Trutek TCM380 PRO. Trutek Fasteners Polska Al. Krakowska 55 Sekocin nowy Rasxyn Poland T: Features and Benefits Version 23/12/2013 High bond strength with High load resistance Used with all grades of threaded rod and rebar in accordance with TR029 Used in non-cracked and cracked concrete Fast