HSV. with DIN 125 washer HSV-BW. Carbon steel. with DIN 9021 washer and DIN 127b spring washer

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HSV Stud ancor Ancor versions HSV Carbon steel wit DIN 125 waser HSV-BW Carbon steel wit DIN 9021 waser and DIN 127b spring waser Benefits - torque-controlled mecanical expansion allows immediate load application - setting mark - cold-formed to prevent breaking during installation - raised impact section prevents tread damage during installation - drill bit size is same as ancor size for easy installation. Concrete Basic loading data (for a single ancor) All data in tis section applies to - Correct setting (See setting instruction) - No edge distance and spacing influence - Concrete as specified in te table - Steel failure - Minimum base material tickness - Concrete C 20/25, f ck,cube = 25 N/mm² Mean ultimate resistance ef [mm] 30 40 40 50 50 65 65 80 Tensile N Ru,m [kn] 11,0 15,9 15,9 18,6 19,2 26,6 35,1 48,0 Sear V Ru,m [kn] 8,9 8,9 15,1 15,1 23,7 23,7 44,5 44,5 Caracteristic resistance ef [mm] 30 40 40 50 50 65 65 80 Tensile N Rk [kn] 8,3 12,0 12,0 14,0 14,5 20,0 26,5 36,1 Sear V Rk [kn] 8,3 8,5 12,8 14,4 17,9 22,6 42,4 42,4 160

Design resistance ef [mm] 30 40 40 50 50 65 65 80 Tensile N Rd [kn] 4,6 6,7 8,0 9,3 9,7 13,3 14,7 20,1 Sear V Rd [kn] 5,5 6,8 8,5 11,5 11,9 18,1 33,9 33,9 Recommended loads ef [mm] 30 40 40 50 50 65 65 80 Tensile N rec a) [kn] 3,3 4,8 5,7 6,7 6,9 9,5 10,5 14,3 Sear V a) rec [kn] 4,0 4,9 6,1 8,2 8,5 12,9 24,2 24,2 a) Wit overall partial safety factor for action γ = 1,4. Te partial safety factors for action depend on te type of loading and sall be taken from national regulations. Materials Mecanical properties of HSV Nominal tensile strengt f uk [N/mm²] 580 660 660 660 Yield strengt f yk [N/mm²] 464 528 528 528 Stressed crosssection, tread Stressed crosssection, neck Moment of resistance Car. bending resistance Material quality A s [mm²] 36,6 58,0 84,3 157 A s,neck [mm²] 26,9 39,6 63,6 105,7 W [mm³] 31,2 62,3 109,2 277,5 M 0 Rk,s [Nm] 19,5 41,1 72,1 166,5 Part Material Bolt Carbon steel, galvanised to min. 5 µm 161

Ancor dimensions Saft diameter at te cone Maximum lengt of te ancor Lengt of expansion sleeve d R [mm] 5,85 7,1 9 11,6 l 1 [mm] 75 100 150 140 l 2 [mm] 15 17,6 20,6 24 d R l 2 l1 Setting Installation equipment Rotary ammer TE1 TE30 Oter tools blow out pump, ammer, torque wrenc Setting instruction For detailed information on installation see instruction for use given wit te package of te product. 162

Setting details Nominal embedment nom [mm] 39 49 51 61 62 77 81 96 Nominal Diameter of drill bit d 0 [mm] 8 10 12 16 Cutting diameter of drill bit d cut [mm] 8,45 10,45 12,5 16,5 Dept of drill ole 1 [mm] 45 55 60 70 70 85 90 105 Diameter of clearance ole in te d f [mm] 9 12 14 18 fixture Minimum tickness of fixture a) t fix,min [mm] 5 0 5 0 5 0 5 0 Maximum tickness of fixture a) t fix,max [mm] 20 10 35 25 70 55 35 20 Torque moment T inst [Nm] 15 30 50 100 Widt across nut flats SW [mm] 13 17 19 24 a) Te values are only valid for HSV wit standard waser. For HSV-BW wit DIN 9021 waser and DIN 127b spring waser te tickness of te fixture as to be reduced. 163

Setting parameters a) Minimum base material tickness min [mm] 100 100 100 120 140 140 130 170 Minimum spacing s min [mm] 60 60 70 70 80 80 120 100 Minimum edge distance c min [mm] 60 60 70 70 90 90 120 100 Critical spacing for splitting failure s cr,sp [mm] 180 240 240 300 300 390 390 480 Critical edge distance for splitting failure c cr,sp [mm] 90 120 120 150 150 195 195 240 Critical spacing for concrete cone failure s cr,n [mm] 90 120 120 150 150 195 195 240 Critical edge distance for concrete c cr,n [mm] 45 60 60 75 75 97,5 97,5 120 cone failure a) In case of smaller edge distance and spacing tan c cr,sp, s cr,sp, c cr,n and s cr,n te load values sall be reduced according ETAG 001, Annex C Simplified design metod Simplified version of te design metod according ETAG 001, Annex C. Influence of concrete strengt Influence of edge distance Influence of spacing Valid for a group of two ancors. Te metod may also be applied for ancor groups wit more tan two ancors or more tan one edge. Te influencing factors must ten be considered for eac edge distance and spacing. Te calculated design loads are ten on te save side: Tey will be lower tan te exact values according ETAG 001, Annex C. Te design metod is based on te following simplification: No different loads are acting on individual ancors (no eccentricity) Te values are valid for one ancor. 164

Tension loading Te design tensile resistance is te lower value of - Steel resistance: N Rd,s - Concrete pull-out resistance: N Rd,p = N 0 Rd,p f B - Concrete cone resistance: N Rd,c = N 0 Rd,c f B f 1,N f 2,N f 3,N f re,n - Concrete splitting resistance (only non-cracked concrete): N Rd,sp = N 0 Rd,c f B f 1,sp f 2,sp f 3,sp f,sp f re,n Basic design tensile resistance Design steel resistance N Rd,s ef [mm] 30 40 40 50 50 65 65 80 N Rd,s [kn] 10,4 17,4 28,0 46,5 Design pull-out resistance N Rd,p = N 0 Rd,p f B N 0 Rd,p [kn] 6,7 6,7 8,0 9,3 9,7 13,3 16,6 20,8 Design concrete cone resistance N Rd,c = N 0 Rd,c f B f 1,N f 2,N f 3,N f re,n Design splitting resistance a) N Rd,sp = N 0 Rd,c f B f 1,sp f 2,sp f 3,sp f,sp f re,n N 0 Rd,c [kn] 4,6 7,1 8,5 11,9 11,9 17,6 14,7 20,1 Influencing factors Influence of concrete strengt Concrete strengt designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60 Pull-out resistance f B = 1 Concrete cone and splitting resistance f B = (f ck,cube /25N/mm²) 1/2 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) f ck,cube = concrete compressive strengt, measured on cubes wit 150 mm side lengt 165

Influence of edge distance a) c/c cr,n c/c cr,sp f 1,N = 0,7 + 0,3 c/c cr,n 1 f 1,sp = 0,7 + 0,3 c/c cr,sp 1 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1 0,73 0,76 0,79 0,82 0,85 0,88 0,91 0,94 0,97 1 f 2,N = 0,5 (1 + c/c cr,n ) 1 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1 f 2,sp = 0,5 (1 + c/c cr,sp ) 1 a) Te edge distance sall not be smaller tan te minimum edge distance c min given in te table wit te setting details. Tese influencing factors must be considered for every edge distance. Influence of ancor spacing a) s/s cr,n s/s cr,sp 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1 f 3,N = 0,5 (1 + s/s cr,n ) 1 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1 f 3,sp = 0,5 (1 + s/s cr,sp ) 1 a) Te ancor spacing sall not be smaller tan te minimum ancor spacing s min given in te table wit te setting details. Tis influencing factor must be considered for every ancor spacing. Influence of base material tickness / ef 2,0 2,2 2,4 2,6 2,8 3,0 3,2 3,4 3,6 3,68 f,sp = [/(2 ef )] 2/3 1 1,07 1,13 1,19 1,25 1,31 1,37 1,42 1,48 1,5 Influence of reinforcement ef [mm] 30 40 40 50 50 65 65 80 f re,n = 0,5 + ef /200mm 1 0,65 a) 0,7 a) 0,7 a) 0,75 a) 0,75 a) 0,825 a) 0,825 a) 0,9 a) b) Tis factor applies only for dense reinforcement. If in te area of ancorage tere is reinforcement wit a spacing 150 mm (any diameter) or wit a diameter 10 mm and a spacing 100 mm, ten a factor f re,n = 1 may be applied. Sear loading Te design sear resistance is te lower value of - Steel resistance: V Rd,s - Concrete pryout resistance: V Rd,cp = k N Rd,c - Concrete edge resistance: V Rd,c = V 0 Rd,c f B f ß f f 4 f ef f c 166

Basic design sear resistance Design steel resistance V Rd,s ef [mm] 30 40 40 50 50 65 65 80 V Rd,s [kn] 6,8 11,5 18,1 33,9 Design concrete pryout resistance V Rd,cp = k N Rd,c a) k 1 2 a) N Rd,c : Design concrete cone resistance Design concrete edge resistance a) V Rd,c = V 0 Rd,c f B f ß f f 4 f ef f c V 0 Rd,c [kn] 9,1 9,0 13,0 13,0 17,6 17,6 28,3 28,2 a) For ancor groups only te ancors close to te edge must be considered. Influencing factors Influence of concrete strengt Concrete strengt designation C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60 (ENV 206) f B = (f ck,cube /25N/mm²) 1/2 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) f ck,cube = concrete compressive strengt, measured on cubes wit 150 mm side lengt Influence of angle between load applied and te direction perpendicular to te free edge Angle ß 0 10 20 30 40 50 60 70 80 90 f β = ( cosα ) V 2 1 2 sinαv + 2,5 1 1,01 1,05 1,13 1,24 1,40 1,64 1,97 2,32 2,50 Influence of base material tickness /c 0,15 0,3 0,45 0,6 0,75 0,9 1,05 1,2 1,35 1,5 f = {/(1,5 c)} 1/2 1 0,32 0,45 0,55 0,63 0,71 0,77 0,84 0,89 0,95 1,00 167

Influence of ancor spacing and edge distance a) for concrete edge resistance: f 4 f 4 = (c/ ef ) 1,5 (1 + s / [3 c]) 0,5 c/ ef Single ancor Group of two ancors s/ ef 0,75 1,50 2,25 3,00 3,75 4,50 5,25 6,00 6,75 7,50 8,25 9,00 9,75 10,50 11,25 0,50 0,35 0,27 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,75 0,65 0,43 0,54 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 1,00 1,00 0,63 0,75 0,88 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,25 1,40 0,84 0,98 1,12 1,26 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,50 1,84 1,07 1,22 1,38 1,53 1,68 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,75 2,32 1,32 1,49 1,65 1,82 1,98 2,15 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,00 2,83 1,59 1,77 1,94 2,12 2,30 2,47 2,65 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,25 3,38 1,88 2,06 2,25 2,44 2,63 2,81 3,00 3,19 3,38 3,38 3,38 3,38 3,38 3,38 3,38 2,50 3,95 2,17 2,37 2,57 2,77 2,96 3,16 3,36 3,56 3,76 3,95 3,95 3,95 3,95 3,95 3,95 2,75 4,56 2,49 2,69 2,90 3,11 3,32 3,52 3,73 3,94 4,15 4,35 4,56 4,56 4,56 4,56 4,56 3,00 5,20 2,81 3,03 3,25 3,46 3,68 3,90 4,11 4,33 4,55 4,76 4,98 5,20 5,20 5,20 5,20 3,25 5,86 3,15 3,38 3,61 3,83 4,06 4,28 4,51 4,73 4,96 5,18 5,41 5,63 5,86 5,86 5,86 3,50 6,55 3,51 3,74 3,98 4,21 4,44 4,68 4,91 5,14 5,38 5,61 5,85 6,08 6,31 6,55 6,55 3,75 7,26 3,87 4,12 4,36 4,60 4,84 5,08 5,33 5,57 5,81 6,05 6,29 6,54 6,78 7,02 7,26 4,00 8,00 4,25 4,50 4,75 5,00 5,25 5,50 5,75 6,00 6,25 6,50 6,75 7,00 7,25 7,50 7,75 4,25 8,76 4,64 4,90 5,15 5,41 5,67 5,93 6,18 6,44 6,70 6,96 7,22 7,47 7,73 7,99 8,25 4,50 9,55 5,04 5,30 5,57 5,83 6,10 6,36 6,63 6,89 7,16 7,42 7,69 7,95 8,22 8,49 8,75 4,75 10,35 5,45 5,72 5,99 6,27 6,54 6,81 7,08 7,36 7,63 7,90 8,17 8,45 8,72 8,99 9,26 5,00 11,18 5,87 6,15 6,43 6,71 6,99 7,27 7,55 7,83 8,11 8,39 8,66 8,94 9,22 9,50 9,78 5,25 12,03 6,30 6,59 6,87 7,16 7,45 7,73 8,02 8,31 8,59 8,88 9,17 9,45 9,74 10,02 10,31 5,50 12,90 6,74 7,04 7,33 7,62 7,92 8,21 8,50 8,79 9,09 9,38 9,67 9,97 10,26 10,55 10,85 a) Te ancor spacing and te edge distance sall not be smaller tan te minimum ancor spacing s min and te minimum edge distance c min. Influence of embedment ef [mm] 30 40 40 50 50 65 65 80 f ef = 0,05 ( ef / d) 1,68 0,46 0,75 0,51 0,75 0,55 0,85 0,53 0,75 Influence of edge distance a) c/d 4 6 8 10 15 20 30 40 f c = (d / c) 0,19 0,77 0,71 0,67 0,65 0,60 0,57 0,52 0,50 a) Te edge distance sall not be smaller tan te minimum edge distance c min. Combined tension and sear loading For combined tension and sear loading see section Ancor Design. 168