Throughbolt zinc plated, -HD Throughbolt hot dip galvanized anchor name BASE MATERIALS: concrete, stone non-cracked concrete PRODUCT CODE -10080/20 -HD-06050/10 zinc coat type thread diameter length FEATURES: Carbon steel, zinc electroplated min. 5μm () Carbon steel, hot dip galvanized (-HD) Wide range of anchor diameters Through anchoring Wide range of anchor lengths fixture thickness DESIGN METHOD (according to ETAG) TENSILE LOADS N Rd,p : Design resistance (pull out failure) N Rd,c : Design resistance (concrete cone failure) N Rd,s : Design resistance (steel failure) Design resistance for tensile load is: N Rd = min (N Rd,p,N Rd,c,N Rd,s ) V Rd,c : Design resistance (concrete edge failure) V Rd,s : Design resistance (steel failure) Design resistance for shear loads is: V Rd = min (V Rd,c,V Rd,s ) STANDARD LENGTH OF ANCHORS Size M6 M8 Anchor length Max. fixture thickness L Standard t fix Reduced t fix Zinc electroplated Hot Dip Galvanized 50-10 -06050/10* -HD-06050/10* 65 5 25-06065/5* 85 25 45-06085/25* -HD-06085/25* 100 60-06100/* -HD-06100/* 50-5 -08050/5* -HD-08050/5* 60-10 -08060/10 -HD-08060/10* 65-15 -08065/15 -HD-08065/15* 75 10 25-08075/10 -HD-08075/10* 80 15 30-08080/15 -HD-08080/15* 85 20 35-08085/20 95 30 45-08095/30 -HD-08095/30* 115 50 65-08115/50 -HD-08115/50* 1 75 90-081/75 -HD-081/75* 150 85 100-08150/85
STANDARD LENGTH OF ANCHORS (cont.) Size M10 M12 M16 M20 M24 Anchor length ** effective embedment depth 65 mm Max. fixture thickness L Standard t fix Reduced t fix Zinc electroplated Hot Dip Galvanized 65-5 -10065/5 -HD-10065/5* 80 10 20-10080/10 -HD-10080/10* 95 25 35-10095/25 -HD-10095/25* 115 45 55-10115/45 -HD-10115/45* 130 60 70-10130/60 -HD-10130/60* 1 70 80-101/70 -HD-101/70* 150 80 90-10150/80 180 110 120-10180/110 80-5 -12080/5 -HD-12080/5* 100 5 25-12100/5 -HD-12100/5* 120 25 45-12120/25 -HD-12120/25* 125 30 50-12125/30 -HD-12125/30* 135 60-12135/ -HD-12135/* 1 45 65-121/45 150 55 75-12150/55 -HD-12150/55* 180 85 105-12180/85 -HD-12180/85* 220 125 145-12220/125* -HD-12220/125* 300 205 225-12300/205* 90-10** -16090/10* 100-5 -16100/5 -HD-16100/5* 105-10 -16105/10 -HD-16105/10* 125 5 25-16125/5 -HD-16125/5* 1 20-161/20 -HD-161/20* 150 30 50-16150/30 -HD-16150/30* 160 60-16160/ 180 60 80-16180/60 -HD-16180/60* 220 100 120-16220/100* -HD-16220/100* 280 160 180-16280/160* 125-5 -20125/5 -HD-20125/5* 160 20-20160/20 -HD-20160/20* 200 60 80-20200/60* -HD-20200/80* 300 160 180-20300/160* 180 20 35-24180/20* 260 100 115-24260/100* -HD-24260/100* 300 1 155-24300/1*
MECHANICAL PROPERTIES Size M8 M10 M12 M16 M20 M24 Nominal tensile strength f uk [N/mm 2 ] 710 710 710 710 710 710 Nominal yield stress f yk [N/mm 2 ] 531 531 531 531 531 531 Cross-sectional area (on thread) A s [mm 2 ] 36.6 58.0 84.3 157.0 245.0 352.8 Section modulus W el [mm 3 ] 31.2 62.3 109.2 277.5 541.0 935.0 Characteristic bending moment M 0 rk,s [Nm] 18.0 35.9 62.9 159.8 337.6 583.4 Allowable bending moment M [Nm] 10.3 20.5 35.9 91.3 192.9 333.4 INSTALLATION DATA Size Anchor diameter d 6 8 10 12 16 20 24 Hole diameter in substrate d 0 6 8 10 12 16 20 24 Hole diameter in fixture d f 7 9 11 13 18 22 26 Torque T inst [Nm] 5 15 30 50 100 200 300 STANDARD EMBEDMENT DEPTH Minimum hole depth h 0 55 60 65 85 105 125 1 Minimum installation depth h nom, s 50 55 59 80 100 119 135 Minimum substrate thickness h min 100 100 100 136 170 200 2 Minimum spacing s min 45 50 55 75 90 1 180 Minimum edge distance c min 50 55 65 90 105 160 200 REDUCED EMBEDMENT DEPTH Minimum hole depth h 0 35 45 55 65 85 105 125 Minimum installation depth h nom, r 30 49 60 80 99 120 Minimum substrate thickness h min 100 100 100 100 130 160 200 Minimum spacing s min 45 55 100 100 125 160 Minimum edge distance c min 45 50 65 100 100 125 160 INSTALLATION GUIDE 1. Drill a hole of required diameter and depth. 2. Remove debris and thoroughly clean hole with brush and pump. 3. Lightly tap the throughbolt through the fixture into hole with a hammer, until fixing depth is reached. 4. Tighten to the recommended torque.
PERFORMANCE DATA STANDARD EMBEDMENT DEPTH Size M6* M8 M10 M12 M16 M20 M24* Embedment depth h ef 42 47 49 68 85 99 112 TENSION LOADS Characteristic resistance N Rk,s [kn] 8.1 15.8 25.2 37.3 66.1 101.0 137.2 Design resistance g Ms = 1.4 N Rd,s [kn] 5.8 11.3 18.0 26.6 47.2 72.1 98.0 Pullout and concrete cone failure in non-cracked concrete C20/25 Characteristic resistance N Rk [kn] 6.8 12.0 12.0 25.0.0.0 50.0 Design resistance g Mc = 1.8 N Rd [kn] 3.8 6.7 6.7 13.9 22.2 22.2 27.8 Increasing factor and Partial safety factor C30/37 -- 1.1 1.1 1.37 1.16 1.17 1.3 1.1 C/50 -- 1.21 1.21 1.74 1.33 1.34 1.59 1.21 C50/60 -- 1.32 1.32 2.1 1.49 1.52 1.89 1.32 Spacing s cr,n 126 141 147 204 255 297 336 Edge distance c cr,n 63 71 74 102 128 149 168 Concrete edge failure C20/25 Edge distance c min 50 55 65 90 105 160 200 Characteristic resistance for c min V Rk,c [kn] 4.1 5.3 7.3 13.4 19.3.1 60.6 Design resistance g Mc = 1.8 V Rd,c [kn] 2.3 2.9 4.1 7.5 10.7 22.3 33.7 Edge distance c cr,v 61 85 109 130 179 226 274 Concrete pryout failure C20/25 k -- 1 1 1 2 2 2 2 Characteristic resistance V Rk,cp [kn] 6.8 12 12 50 80 80 100 Design resistance g Mc = 1.8 V Rd,cp [kn] 3.8 6.7 6.7 27.8 44.4 44.4 55.6 Characteristic resistance V Rk,s [kn] 5.5 10.1 16.0 23.3 43.0 67.4 97.1 Design resistance g Ms = 1.25 V Rd,s [kn] 4.4 8.1 12.8 18.6 34.4 53.9 77.7 EDGE DISTANCE AND SPACING c N Edge distance (tensile) 45 50 0.84 55 0.90 0.83 60 0.96 0.88 65 1.00 0.94 0.91 70 0.99 0.96 80 1.00 1.00 90 0.91 100 0.98 105 1.00 0.86 115 0.92 125 0.98 1 1.00 160 1.00 180 200 1.00 250 c V Edge distance (shear) 50 1.00 55 1.10 1.00 60 1.20 1.09 65 1.18 1.00 70 1.27 1.08 80 1.45 1.23 90 1.38 1.00 105 1.62 1.17 1.00 120 1.33 1.14 1 1.33 160 1.52 1.00 175 1.67 1.09 200 1.25 1.00 220 1.38 1.10 2 1.20 260 1.30 280 Spacing s 45 0.68 50 0.70 0.68 55 0.72 0.70 0.69 60 0.74 0.71 0.70 75 0.80 0.77 0.76 0.68 80 0.82 0.78 0.77 0.70 90 0.86 0.82 0.81 0.72 0.68 105 0.92 0.87 0.86 0.76 0.71 125 1.00 0.94 0.93 0.81 0.75 1 1.00 0.98 0.84 0.77 0.74 150 1.00 0.87 0.79 0.75 180 0.94 0.85 0.80 0.77 200 0.99 0.89 0.84 0.80 250 1.00 0.99 0.92 0.87 295 1.00 1.00 0.94 335 1.00 360
PERFORMANCE DATA REDUCED EMBEDMENT DEPTH Size M6* M8 M10 M12 M16 M20 M24* Embedment depth h ef 22 32 39 48 65 79 97 TENSION LOADS Characteristic resistance N Rk,s [kn] 8.1 15.8 25.2 37.3 66.1 101.0 137.2 Design resistance g Ms = 1.4 N Rd,s [kn] 5.8 11.3 18.0 26.6 47.2 72.1 98.0 Pullout and concrete cone failure in non-cracked concrete C20/25 Characteristic resistance N Rk [kn] 4.5 9.0 9.0 16.0 30.0 35.0 48.9 Design resistance g Mc = 1.8 N Rd [kn] 2.5 5.0 5.0 8.9 16.7 19.4 27.2 Increasing factor and Partial safety factor C30/37 -- 1.1 1.1 1.37 1.16 1.17 1.3 1.1 C/50 -- 1.21 1.21 1.74 1.33 1.34 1.59 1.21 C50/60 -- 1.32 1.32 2.1 1.49 1.5 1.89 1.32 Spacing s cr,n 66 96 117 144 195 237 291 Edge distance c cr,n 33 48 59 72 98 119 146 Concrete edge failure C20/25 Edge distance c min 45 50 65 100 100 125 160 Characteristic resistance for c min V Rk,c [kn] 3.1 4.2 7.0 14.7 17.0 26.4 42.1 Design resistance g Mc = 1.8 V Rd,c [kn] 1.7 2.4 3.9 8.2 9.5 14.7 23.4 Edge distance c cr,v 66 89 113 136 186 233 279 Concrete pryout failure C20/25 k -- 1 1 1 1 2 2 2 Characteristic resistance V Rk,cp [kn] 4.5 9 9 16 60 70 97.8 Design resistance g Mc = 1.8 V Rd,cp [kn] 2.5 5.0 5.0 8.9 33.3 38.9 54.3 Characteristic resistance V Rk,s [kn] 5.5 10.1 16.0 23.3 43.0 67.4 97.1 Design resistance g Ms = 1.25 V Rd,s [kn] 4.4 8.1 12.8 18.6 34.4 53.9 77.7 EDGE DISTANCE AND SPACING c N Edge distance (tensile) 45 1.00 50 1.00 55 60 65 1.00 70 80 90 100 1.00 1.00 105 115 125 1.00 1 160 1.00 180 c V Edge distance (shear) 45 1.00 50 1.11 1.00 55 1.22 1.10 60 1.33 1.20 65 1.44 1.30 1.00 70 1. 1.08 80 1.60 1.23 90 1.38 100 1.54 1.00 1.00 125 1.25 1.25 1.00 1 1. 1.12 160 1.60 1.28 1.00 175 1.75 1. 1.09 190 1.52 1.19 220 1.76 1.38 260 1.63 320 Spacing s 0.80 45 0.84 0.73 50 0.88 0.76 55 0.92 0.79 0.74 60 0.95 0.81 0.76 70 1.00 0.86 0.80 80 0.92 0.84 90 0.97 0.88 100 1.00 0.93 0.85 0.76 125 1.00 0.93 0.82 0.76 150 1.00 0.88 0.82 160 0.91 0.84 0.77 180 0.96 0.88 0.81 200 1.00 0.92 0.84 250 1.00 0.93 295 1.00 335