Concrete Capacity Method

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HST tud anhor Feature: - high loading apaity - ore- ontrolled expanion - uitable or tenion zone - uitable or hok loading - ire prevention aement - pre-aembled with nut and waher time aving - old ormed Material: HST: - arbon teel, zin plated to. 5 µm HST-R: - tainle teel; A4; 1.4401; EN 10088 HST-HCR: - tainle teel; 1.4529 Conrete HCR highmo High orroion reitane HST / HST-R / HST-HCR Tenion zone Fire reitane Shok Hilti Anhor programme Cloe edge ditane/ paing A4 316 Corroion reitane Bai loading data (or a ingle anhor): HST All data on thi page applie to onrete: a peiied in the table no edge ditane and paing inluene orret etting (See etting operation page 85) teel ailure For detailed deign method, ee page 86-91. non-raked onrete raked onrete Mean ultimate reitane, R u,m [kn]: onrete C20/25 Anhor ize M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tenile N Ru,m 16.6 22.3 35.2 48.7 76.0 86.1 10.3 11.6 21.9 31.1 44.9 60.2 Shear V Ru,m 23.0 26.5 44.2 72.2 119.1 125.0 22.8 24.4 47.5 67.6 107.4 116.4 Charateriti reitane, R k [kn]: onrete C20/25 Anhor ize M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tenile N Rk 9.0 16.0 20.0 35.0 50.0 60.0 5.0 9.0 12.0 20.0 30.0 40.0 Shear V Rk 13.0 20.0 30.0 50.0 55.0 94.0 13.0 20.0 30.0 50.0 55.0 94.0 Following value aording to the: Conrete Capaity Method Deign reitane, R d [kn]: onrete k,ube = 25 N/mm 2 Anhor ize M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tenile N Rd 5.0 10.7 13.3 23.3 33.3 40.0 2.8 6.0 8.0 13.3 20.0 26.7 Shear V Rd 10.4 16.0 24.0 40.0 41.4 62.7 10.4 16.0 24.0 40.0 41.4 62.7 Reommended load, L re [kn]: onrete k,ube = 25 N/mm 2 Anhor ize M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tenile N Re 3.6 7.6 9.5 16.7 23.8 28.6 2.0 4.3 5.7 9.5 14.3 19.0 Shear V Re 7.4 11.4 17.1 28.6 29.6 44.8 7.4 11.4 17.1 28.6 29.6 44.8 65

HST tud anhor Bai loading data (or a ingle anhor): HST-R All data on thi etion applie to onrete: a peiied in the table no edge ditane and paing inluene orret etting (See etting operation page 85) teel ailure For detailed deign method, ee page 86 91. non-raked onrete raked onrete Mean ultimate reitane, R u,m [kn]: onrete C20/25 Anhor ize M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tenile N Ru,m 18.1 26.7 35.1 49.8 77.4 79.1 12.7 18.4 20.1 36.0 55.1 70.5 Shear V Ru,m 22.8 31.9 50.3 84.0 136.0 151.4 20.6 31.9 45.5 84.0 106.6 151.4 Charateriti reitane, R k [kn]: onrete C20/25 Anhor ize M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tenile N Rk 9.0 16.0 20.0 35.0 50.0 60.0 5.0 9.0 12.0 25.0 30.0 40.0 Shear V Rk 13.0 20.0 30.0 50.0 80.0 115.0 13.0 20.0 30.0 50.0 80.0 115.0 Following value aording to the: Conrete Capaity Method Deign reitane, R d [kn]: onrete k,ube = 25 N/mm 2 Anhor ize M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tenile N Rd 6.0 10.7 13.3 23.3 33.3 40.0 3.3 6.0 8.0 16.7 20.0 26.7 Shear V Rd 10.4 16.0 24.0 38.5 55.6 79.9 10.4 16.0 24.0 38.5 55.6 79.9 Reommended load, L re [kn]: onrete k,ube = 25 N/mm 2 Anhor ize M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tenile N Re 4.3 7.6 9.5 16.6 23.8 28.6 2.4 4.3 5.7 11.9 14.2 19.0 Shear V Re 7.4 11.4 17.1 27.5 39.7 57.1 7.4 11.4 17.1 27.5 39.7 57.1 Bai loading data (or a ingle anhor): HST-HCR All data on thi etion applie to For detailed deign method, ee page 86-91. onrete: a peiied in the table no edge ditane and paing inluene orret etting (See etting operation page 85) teel ailure non-raked onrete raked onrete Mean ultimate reitane, R u,m [kn]: onrete C20/25 Anhor ize M8 M10 M12 M16 M8 M10 M12 M16 Tenile N Ru,m 15.2 22.7 32.4 45.5 13.8 16.2 21.5 32.4 Shear V Ru,m 14.0 21.6 32.4 59.4 14.0 21.6 32.4 59.4 66

HST tud anhor Charateriti reitane, R k [kn]: onrete C20/25 Anhor ize M8 M10 M12 M16 M8 M10 M12 M16 Tenile N Rk 9.0 16.0 20.0 35.0 5.0 9.0 12.0 25.0 Shear V Rk 13.0 20.0 30.0 55.0 13.0 20.0 30.0 55.0 Following value aording to the: Conrete Capaity Method Deign reitane, R d [kn]: onrete k,ube = 25 N/mm 2 Anhor ize M8 M10 M12 M16 M8 M10 M12 M16 Tenile N Rd 5.0 8.9 11.1 19.4 2.8 5.0 6.7 13.8 Shear V Rd 10.4 16.0 24.0 44.0 10.4 16.0 24.0 44.0 Reommended load, L re [kn]: onrete k,ube = 25 N/mm 2 Anhor ize M8 M10 M12 M16 M8 M10 M12 M16 Tenile N Re 3.6 6.4 7.9 13.9 2.0 3.6 4.8 9.9 Shear V Re 7.4 11.4 17.1 31.4 7.4 11.4 17.1 31.4 Setting detail Marking d d 0 T int h h 1 Drill bit TE-CX-8 TE-CX-10 TE-CX-12 TE-C-16 or TE-Yh e t ix Anhor ize M8 M10 M12 M16 Setting Detail d o [mm] Noal dia. o drill bit 8 10 12 16 T int [Nm] Re. tightening torque HST 20 45 60 110 HST-R HST-HCR 20 40 60 110 SW [mm] Width aro nut lat 13 17 19 24 d [mm] Clearane hole diameter 9 12 14 18 h 1 [mm] Min. depth o drill hole 65 80 95 115 h e [mm] Eetive embed. depth 47 60 70 82 t ix [mm] Min. aten.thikne 2 2 2 2 Max. aten.thikne 195 200 200 200 h [mm] Min. onrete thikne 100 120 140 160 68

HST tud anhor Anhor ize Setting Detail M20 M24 d o [mm] Noal dia. o drill bit 20 24 T int [Nm] Re.tightening torque 240 300 SW [mm] Width aro nut lat 30 36 d [mm] Clearane hole diameter 22 26 h 1 [mm] Min. depth o drill hole 140 170 h e [mm] Eetive embed. depth 101 125 t ix [mm] Min. aten. thikne 2 2 Max. aten. thikne 305 330 h [mm] Min. onrete thikne 200 250 Drill bit HST-HCR i available up to M16. TE-C-S 20 TE-Y 20 TE-C-S 24 TE-Y 24 Intallation equipment Rotary hammer (TE1, TE 2, TE5, TE6, TE6A, TE15, TE15-C, TE18-M, TE 35, TE 55, TE 76), drill bit, blow-out pump, torque wrenh, appropriate ize hexagon drive oket or orret etting. Setting operation Drill hole with drill bit. Blow out dut and ragment. Intall anhor. Apply tightening torque. Mehanial propertie o anhor bolt Anhor ize M8 M10 M12 M16 M20 M24 HST 800 800 800 680 550 530 uk [N/mm 2 ] Noal tenile trength HST-R 700 700 700 650 700 700 HST-HCR 700 700 700 700 - - HST 640 640 640 480 400 450 yk [N/mm 2 ]. Yield trength HST-R 500 500 500 500 500 500 HST-HCR 450 450 450 450 - - A [mm 2 ] Streed ro-etion in taper 24.2 41.3 57.4 105.7 167.4 240.5 A [mm 2 ] Streed ro-etion in thread 36.6 58 84.3 157 245 353 W el [mm 3 ] Elati moment o reitane 31.2 62.3 109 277 541 935 HST 24.0 47.8 83.7 159.6 259.7 475.7 M Rd, [Nm] Deign bending moment HST-R 18.7 37.4 65.4 166.2 324.6 561 HST-HCR 16.8 33.5 58.7 161.1 - - The deign bending moment i alulated rom M Rd, = 1.2 W el uk /γ M where the partial aety ator γ M varie with anhor type and ize. 68

HST tud anhor Detailed deign method - Hilti CC (The Hilti CC-Method i a impliied Verion o ETAG Annex C) TENSION The tenile deign reitane o a ingle anhor i the lower o, N Rd,p : onrete pull-out reitane N Rd, : onrete one reitane N Rd, : teel reitane h N re,p// N Rd,p : Pull-out reitane N Rd,p = N o Rd,p B N 0 Rd,p : Deign pull-out reitane Conrete ompreive trength k,ube(150) = 25 N/mm 2 Anhor ize M8 M10 M12 M16 M20 M24 N 0 Rd,p [kn] non-raked onrete N 0 Rd,p [kn] raked onrete HST 5.0 10.7 13.3 23.3 33.3 40.0 HST-R 6.0 10.7 13.3 23.3 33.3 40.0 HST-HCR 5.0 8.9 11.1 19.4 - - HST 2.8 6.0 8.0 13.3 20.0 26.7 HST-R 3.3 6.0 8.0 16.7 20.0 26.7 HST-HCR 2.8 5.0 6.7 13.8 - - The tenile deign reitane i alulated rom the tenile harateriti reitane N o Rk,p by N o Rd,p= N o Rk,p/γ Mp where the partial aety ator γ Mp varie with anhor type and ize (a per relevant approval). N Rd, : Conrete one reitane N Rd, = N o Rd, B AN RN N 0 Rd, : Deign onrete one reitane Conrete ompreive trength k,ube(150) = 25 N/mm 2 Anhor ize M8 M10 M12 M16 M20 M24 N 0 Rd, [kn] non-raked onrete 9.0 15.6 19.7 24.9 34.1 47.0 N 0 Rd, [kn] raked onrete 6.4 11.2 14.1 17.8 24.4 33.5 h e [mm] eetive embedment depth 47 60 70 82 101 125 The tenile deign reitane i alulated rom the tenile harateriti reitane N o Rk, by N o Rd,= N o Rk,/γ M,N, where the partial aety ator γ M,N varie with anhor type and ize (a per relevant approval). 69

B :Inluene o onrete trength Conrete trength deignation (ENV 206) Cylinder ompreive trength k,yl [N/mm²] Cube ompreive trength k,ube [N/mm²] C20/25 20 25 1.0 C25/30 25 30 1.1 C30/37 30 37 1.22 C35/45 35 45 1.34 C40/50 40 50 1.41 C45/55 45 55 1.48 C50/60 50 60 1.55 Conrete ylinder: height 30m, 15m diameter Conrete ube: ide length 15m Conrete tet peimen geometry B B = HST tud anhor k,ube 25 Limit: 25 N/mm 2 k,ube(150) 60 N/mm 2 AN :Inluene o anhor paing Anhor paing anhor ize [mm] M8 M10 M12 M16 M20 M24 60 0.71 0.64 70 0.75 0.69 0.67 0.64 90 0.82 0.75 0.71 0.68 110 0.89 0.81 0.76 0.72 0.68 130 0.96 0.86 0.81 0.76 0.71 0.67 150 0.92 0.86 0.80 0.75 0.70 170 0.97 0.90 0.85 0.78 0.73 190 0.95 0.89 0.81 0.75 210 1.00 0.93 0.85 0.78 230 0.97 0.88 0.81 250 1.00 0.91 0.83 270 0.95 0.86 290 0.98 0.89 310 1.00 0.91 330 0.94 350 0.97 380 1.00 AN = 0.5 + 6 h Limit: r,n e varie with edge ditane, ee table imum paing & imum edge ditane, next page = 3 h r,n e RN :Inluene o edge ditane Edge ditane anhor ize [mm] M8 M10 M12 M16 M20 M24 55 0.84 0.71 0.64 60 0.89 0.75 0.68 70 0.99 0.83 0.75 0.68 80 0.92 0.82 0.74 90 1.00 0.89 0.80 100 0.96 0.86 110 0.92 120 0.98 130 140 0.94 150 0.99 0.85 160 0.89 170 0.93 180 0.97 RN = 0.25 + 0.5 Limit: r,n h varie with paing, ee table imum paing & imum edge ditane, next page = 1.5 h r,n e Note: I more than 3 edge are maller than r,n onult the Hilti Tehnial Adviory Servie e 70

HST tud anhor HST M8 M10 M12 M16 M20 M24 Minimum paing [mm] 60 55 60 70 100 125 or [mm] 50 80 85 110 225 255 Minimum edge ditane [mm] 50 55 55 85 140 170 or [mm] 60 115 145 150 270 295 HST-R M8 M10 M12 M16 M20 M24 Minimum paing [mm] 60 55 60 70 100 125 or [mm] 60 70 80 110 195 205 Minimum edge ditane [mm] 60 50 55 70 140 150 or [mm] 60 115 145 160 210 235 HST-HCR M8 M10 M12 M16 Minimum paing [mm] 60 55 60 70 or [mm] 60 70 80 110 Minimum edge ditane [mm] 60 55 55 70 or [mm] 60 115 145 160 Intermediatate value by interpolation. N Rd, : Steel deign tenile reitane Anhor ize M8 M10 M12 M16 M20 M24 N Rd, [kn] HST 12.8 21.3 28.7 50.0 46.9 90.1 HST-R 11.3 18.7 26.7 44.2 63.0 90.2 HST-HCR 12.9 21.5 30.5 56.3 - - The deign tenile reitane i alulated rom the harateriti tenile reitane, N Rk,, uing N Rd, = N Rk, /γ M, where the partial aety ator γ M varie with anhor type and ize (a per relevant approval). N Rd : Sytem deign tenile reitane N Rd = lower o N Rd,p, N Rd, and N Rd, Combined loading: Only i tenile load and hear load applied (See page 31 and etion 4 Example ). Detailed deign method Hilti CC (The Hilti CC-Method i a impliied Verion o ETAG Annex C) >1.5 2 V re,/ SHEAR >1.5 2 The deign hear reitane o a ingle anhor i the lower o, V Rd, : onrete edge reitane V Rd, : teel reitane Note: h>1.5 I the ondition regarding h and 2 are not met, onult your Hilti tehnial adviory ervie. 71

HST tud anhor V Rd, : Conrete edge deign reitane The lowet onrete edge reitane mut be alulated. All nearby edge mut be heked, (not only the edge in the diretion o hear). Shear diretion i aounted or by the ator β,v. V Rd, o = VRd, B β,v AR,V V 0 Rd, : Conrete edge deign reitane Conrete ompreive trength k,ube(150) = 25 N/mm 2 at a imum edge ditane HST Anhor ize M8 M10 M12 M16 M20 M24 V 0 Rd, [kn] non-raked onrete 3.0 3.9 4.2 9.1 21.5 31.7 V 0 Rd, [kn] raked onrete 2.1 2.8 3.0 6.5 15.4 22.7 [mm]. edge ditane 50 55 55 85 140 170 or [mm]. paing ditane 60 115 145 150 270 295 HST-R / HCR Anhor ize M8 M10 M12 M16 M20 M24 V 0 Rd, [kn] non-raked onrete 3.9 3.4 4.2 6.8 21.5 26.3 V 0 Rd, [kn] raked onrete 2.8 2.4 3.0 4.9 15.4 18.8 [mm]. edge ditane 60 50 55 70 140 150 or [mm]. paing ditane 60 115 145 160 210 235 HST-R / HCR Anhor ize M8 M10 M12 M16 V 0 Rd, [kn] non-raked onrete 3.9 3.9 4.2 6.8 V 0 Rd, [kn] raked onrete 2.8 2.8 3.0 4.9 [mm]. edge ditane 60 55 55 70 or [mm]. paing ditane 60 115 145 160 The hear deign reitane i alulated rom the hear harateriti reitane V o Rk, by V o Rd,= V o Rk,/γ M,V, where the partial aety ator γ M,V i equal to 1.5. B : Inluene o onrete trength Conrete trength deignation (ENV 206) Cylinder ompreive trength k,yl [N/mm²] Cube ompreive trength k,ube [N/mm²] C20/25 20 25 1.0 C25/30 25 30 1.1 C30/37 30 37 1.22 C35/45 35 45 1.34 C40/50 40 50 1.41 C45/55 45 55 1.48 C50/60 50 60 1.55 Conrete ylinder: height 30m, 15m diameter Conrete ube: ide length 15m Conrete tet peimen geometry B B = k,ube 25 Limit: 25 N/mm 2 k,ube(150) 60 N/mm 2 72

HST tud anhor β,v : Inluene o hear load diretion Angle β [ ] β,v 0 to 55 1 60 1.1 70 1.2 80 1.5 90 to 180 2 Formulae: β, V = 1 1 β, V = o β + 0.5 in β β, V = 2 or 0 β 55 or 55 < β 90 or 90 < β 180 β V... applied hear ore AR,V : Inluene o paing and edge ditane Formula or ingle anhor atening inluened only by edge = AR,V Formula or anhor pair valid or < 3 AR,V 3 + = 6 General ormula or n anhor (edge plu n-1 paing) only valid where 1 to n-1 are all < 3 and 2 > 1.5 AR,V 3 + = 1 + 2 +... + 3n n 1 reult tabulated below 2,1 Note: n-1 3 2 1 2,2 SHEAR h >1,5 It i aumed that only the row o anhor loet to the ree onrete edge arrie the entri hear load AR.V / 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 Single anhor with edge inluene 1.00 1.31 1.66 2.02 2.41 2.83 3.26 3.72 4.19 4.69 5.20 5.72 6.27 6.83 7.41 8.00 / 1.0 0.67 0.84 1.03 1.22 1.43 1.65 1.88 2.12 2.36 2.62 2.89 3.16 3.44 3.73 4.03 4.33 1.5 0.75 0.93 1.12 1.33 1.54 1.77 2.00 2.25 2.50 2.76 3.03 3.31 3.60 3.89 4.19 4.50 2.0 0.83 1.02 1.22 1.43 1.65 1.89 2.13 2.38 2.63 2.90 3.18 3.46 3.75 4.05 4.35 4.67 2.5 0.92 1.11 1.32 1.54 1.77 2.00 2.25 2.50 2.77 3.04 3.32 3.61 3.90 4.21 4.52 4.83 3.0 1.00 1.20 1.42 1.64 1.88 2.12 2.37 2.63 2.90 3.18 3.46 3.76 4.06 4.36 4.68 5.00 3.5 1.30 1.52 1.75 1.99 2.24 2.50 2.76 3.04 3.32 3.61 3.91 4.21 4.52 4.84 5.17 4.0 1.62 1.86 2.10 2.36 2.62 2.89 3.17 3.46 3.75 4.05 4.36 4.68 5.00 5.33 4.5 1.96 2.21 2.47 2.74 3.02 3.31 3.60 3.90 4.20 4.52 4.84 5.17 5.50 5.0 2.33 2.59 2.87 3.15 3.44 3.74 4.04 4.35 4.67 5.00 5.33 5.67 5.5 2.71 2.99 3.28 3.57 3.88 4.19 4.50 4.82 5.15 5.49 5.83 6.0 2.83 3.11 3.41 3.71 4.02 4.33 4.65 4.98 5.31 5.65 6.00 6.5 3.24 3.54 3.84 4.16 4.47 4.80 5.13 5.47 5.82 6.17 7.0 3.67 3.98 4.29 4.62 4.95 5.29 5.63 5.98 6.33 7.5 4.11 4.43 4.76 5.10 5.44 5.79 6.14 6.50 8.0 Thee reult are or a two-. 4.57 4.91 5.25 5.59 5.95 6.30 6.67 8.5 Anhor atening. 5.05 5.40 5.75 6.10 6.47 6.83 9.0 5.20 5.55 5.90 6.26 6.63 7.00 9.5 5.69 6.05 6.42 6.79 7.17 For atening made with more 10.0 6.21 6.58 6.95 7.33 than 2 anhor, ue the 10.5 6.74 7.12 7.50 general ormulae or n 11.0 7.28 7.67 anhor at the top o the page. 11.5 7.83 12.0 8.00 73

HST tud anhor V Rd, : Steel deign hear reitane Anhor ize M8 M10 M12 M16 M20 M24 HST 10.4 16.0 24.0 40.0 41.4 62.7 V Rd, [kn] HST-R 10.4 16.0 24.0 38.5 55.6 79.9 HST-HCR 10.4 16.0 24.0 44.0 - - The deign hear reitane i alulated rom the harateriti hear reitane, V Rk,, uing V Rd, = V Rk, /γ M, where the partial aety ator γ M varie with anhor type and ize (a per relevant approval). V Rd : Sytem deign hear reitane V Rd = lower o V Rd, and V Rd, Combined loading: Only i tenile load and hear load applied (See page 31 and etion 4 Example ). 74