Min. thick. of base material. Max. thick. of part to be fixed. Min. anchor depth. t fix. h min. Anchor mechanical properties
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1 104 inyleter rein - For ue in raked & non-raked onrete and eimi performane 1 ategory d T int d f t fix h ef = h 0 ISTALLATIO * L h min APPLIATIO Steel profile Fixing mahinery (reitant to vibration) Storage tank, pipe Sign Guard rail Eletrial inulated fixing MATERIAL Zin oated teel verion : Stud M8-M16 : Steel old form teel F A Stud M20-M30 : 11 SMnPb37 - FA ut : Steel grade 6 or 8 F E Waher : Steel DI 513 Protetion : zin oated 5 µm min. F E Stainle teel verion : Stud : A4-70 a per ISO ut : Stainle teel A4-80, F E Waher : Stainle teel A4, F E x2 x2 x2 *Premium leaning : - 2 blowing with ompreed air - 2 bruhing with bruhed fitted on a drilling mahine - 2 blowing with ompreed air d 0 Tehnial data Anhor ize Min. anhor depth ETA European Tehnial Aement ETA Option 1-17/0514 Anhor mehanial propertie STADARD EMBEDMET - Zin oated & tainle teel tud Max. thik. of part to be fixed Min. thik. of bae material Thread diameter Drilling depth Drilling learane diameter diameter Total anhor length Tighten torque ode* MAXIMA tud (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (m) zin tainle h ef t fix h min d h O d O d f L T int oated t. teel A4 M8X M10X M12X M16X M20X M24X M30X IPER inyleter rein, dual omponent artridge 280 ml IPER inyleter rein, dual omponent artridge 410 ml / IPER inyleter rein, dual omponent artridge 825 ml * Thee are Maxima tud, for tandard tud (zin oated or tainle teel verion) ee atalogue. Setting time Temperature Max. time for intallation uring time min. 24 h min. 240 min min. 120 min min. 90 min min. 60 min min. 45 min min. 30 min. hemial reitane of the SPIT IPER rein STAILESS STEEL MAXIMA tud - zin oated teel verion f uk (/mm 2 ) Min. tenile trength f yk (/mm 2 ) Yield trength M 0 rk, (m) harateriti bending moment M (m) Reommended bending moment 11,0 22,5 39, MAXIMA tud - tainle teel A4 verion f uk (/mm 2 ) Min. tenile trength f yk (/mm 2 ) Yield trength M 0 rk, (m) harateriti bending moment M (m) Reommended bending moment A (mm 2 ) Streed ro-etion 36, , ,9 - W el (mm 3 ) Elati etion modulu 31,2 62,3 109,2 277,5 482,4 833,7 - hemial ubtane onentration Reitane (%) Aeti aid (o) Aeti aid 0-50 (+) Aetone 10 (+) Ammonium hydroxide or Ammonia 20 (o) Ammonium hydroxide or Ammonia 5 (+) Bromine water 5 (+) hlorine water (+) itri aid (+) onentrated phophori aid 100 (+) Deionized water (+) Demineralized water (+) Dieel fuel (+) Ethyl alohol (Ethanol) 10 (o) Ethylene glyol (+) Formi aid 10 (+) Fuel 100 (+) Heavy motor oil 100 (+) Turpentine (oil) (o) Reitant (+): the ample in ontat with the ubtane did not how any Srewible damage uh a rak, attaked urfae, burt orner nor large welling. Senitive (o): ue with are regarding expoure of the field of uage, preaution to be taken. The ample in ontat with the ubtane lightly attaked the material. 1/12 hemial ubtane onentration Reitane (%) Heptane 100 (+) Hexane 100 (o) Hydrohlori aid 25 (o) Hydrohlori aid 15 (+) Lati aid (+) itri aid feb-15 (o) Phophori aid 80 (+) Phophori aid, vapor and ondened (+) Sea water (+) Sodium arbonate 10 (+) Sodium hloride (+) Sodium hydroxide (or auti oda) 25 (o) Sulfuri aid (o) Sulfuri aid 0-70 (+) Sulfuri aid Fume (+) Sulfuri aid / Phophori aid 10:20 (+)
2 2/12 STADARD EMBEDMET - Zin oated & tainle teel tud The load peified on thi page allow judging the produt performane, but annot be ued for the deigning. The data given in the page method have to be applied (3/10 to 10/10). umber of ealing per artridge Drilling diameter (mm) Drilling depth (mm) umber of ealing per artridge IPER 825 ml IPER 410 ml IPER 280 ml Ultimate ( Ru,m, Ru,m ) and harateriti load ( Rk, Rk ) in k Mean Ultimate load are derived from tet reult in admiible ervie ondition, and harateriti load are tatitially determined. TESILE SHEAR on-raked onrete (20/25) Ru,m 40,7 57,3 84,0 107,4 159,4 212,6 308,8 Rk 32,1 45,2 66,2 84,4 125,8 167,4 243,4 raked onrete (20/25) Ru,m 26,9 35,3 49,0 68,1 108,2 151,7 236,4 Rk 20,6 27,1 37,6 52,3 83,1 116,6 181,6 raked & non-raked onrete (20/25) Ru,m 15,9 22,7 32,8 56,2 73,6 115,0 177,7 Rk 11,0 18,9 25,3 46,8 59,0 95,8 135,9 hemial anhor Deign load ( Rd, Rd ) for one anhor without edge or paing influene in k Rd = Rk * γ M TESILE *Derived from tet reult (tud grade 10.9) Rd = SHEAR Rk * γ M on-raked onrete (20/25) Rd 21,4 30,1 44,2 56,2 83,8 111,6 162,3 raked onrete (20/25) Rd 13,8 18,1 25,1 34,9 55,4 77,7 121,1 raked & non-raked onrete (20/25) Rd 7,7 13,2 17,7 32,7 39,3 63,9 90,6 γ M = 1,43 for M8 to M16 and γ M = 1,5 for M20 to M30 Reommended load ( re, re ) for one anhor without edge or paing influene in k Rk * re = γ M. γ F TESILE *Derived from tet reult (tud grade 10.9) re = SHEAR Rk * γ M. γ F on-raked onrete (20/25) re 15,3 21,5 31,5 40,2 59,9 79,7 115,9 raked onrete (20/25) re 9,8 12,9 17,9 24,9 39,6 55,5 86,5 γ F = 1,4 ; raked & non-raked onrete (20/25) re 5,5 9,4 12,6 23,4 28,1 45,6 64,7 γ F = 1,4 ; γ M = 1,43 for M8 to M16 and γ M = 1,5 for M20 to M30 105
3 STADARD EMBEDMET - Zin oated & tainle teel tud 3/12 TESILE in k Pull-out reitane 0 Rd,p Deign pull-out reit ane on-raked onrete 20,1 28,3 41,5 54,5 78,3 105,6 149,5 raked onrete 8,7 12,3 18,0 27,2 46,3 68,6 105,6 0 Rd, Rd,p = 0 Rd,p. f b onrete one reitane Rd, = 0 Rd,. f b. Ψ. Ψ, Deign one reitane on-raked onrete 24,0 28,7 38,8 47,0 74,5 102,3 157,4 raked onrete 17,2 20,5 27,7 33,5 53,2 73,0 112,4 SHEAR in k onrete edge reitane Rd, = 0 Rd,. f b. f β,. Ψ S-, 0 Rd, Deign onrete edge reitane at minimum edge ditane () S min on-raked onrete 2,4 3,6 5,3 9,1 14,4 20,9 33,0 raked onrete 1,7 2,6 3,8 6,5 10,3 14,9 23,6 0 Rd,p Pryout failure Rd,p = 0 Rd,p. f b. Ψ. Ψ, Deign pryout reitane on-raked onrete 40,2 56,5 77,5 93,9 149,0 204,5 299,1 raked onrete 17,4 24,5 35,9 54,5 92,6 137,2 211,1 γ Mp = 1,5 Rd, Steel deign tenile reitane MAXIMA tud Zn. 12,9 20,5 29,8 55,6 79,2 114,1 182,6 MAXIMA tud A4 12,3 19,8 28,9 54,5 85,0 122,5 - Std. tud grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 186,7 Std. tud grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 299,3 Std. tud grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 400,7 MAXIMA tud Zn. : γ M = 1,71 for M8 to M16 and γ M = 2,49 for M20 to M30 MAXIMA tud A4 : γ M = 1,87 Std. tud grade 5.8 and 8.8 : γ M = 1,5 and grade 10.9 : γ M = 1,4 The onrete in the area of the anhorage i water tatured. The anhor may be intalled in flooded hole, but the figure above annot be ued, you mut ue the value given in the ETA for the ategory 2. Rd, Steel deign hear reitane MAXIMA tud Zn. 7,7 12,2 17,7 32,9 39,3 56,7 90,7 MAXIMA tud A4 7,3 11,9 17,3 32,7 51,3 73,1 - Std. tud grade 5.8* 7,4 11,6 16,9 31,2 48,8 70,4 112,0 Std. tud grade 8.8* 11,7 18,6 27,0 50,4 78,4 112,8 179,2 Std. tud grade 10.9* 12,2 19,3 28,1 52,0 81,3 117,3 186,7 MAXIMA tud Zn. : γ M = 1,43 for M8 to M16 and γ M = 1,5 for M20 to M30 MAXIMA tud A4 : γ M = 1,56 Std. tud grade 5.8 and 8.8 : γ M = 1,25 and grade 10.9 : γ M = 1,5 Rd = min( Rd,p ; Rd, ; Rd, ) β = Sd / Rd 1 Rd = min( Rd, ; Rd,p ; Rd, ) β = Sd / Rd 1 β + β 1,2 106 f b IFLUEE OF ORETE onrete la f b on-raked onrete f b raked onrete M8-M16 M20-M30 M8-M30 25/30 1,02 1,06 1,00 30/40 1,05 1,15 1,00 40/60 1,07 1,23 1,00 50/60 1,09 1,30 1,00 f β, IFLUEE OF SHEAR LOADIG DIRETIO Angle β [ ] f β, 0 to ,1 70 1,2 80 1,5 90 to β β β 90 0 β 60
4 4/12 STADARD EMBEDMET - Zin oated & tainle teel tud Ψ IFLUEE OF SPAIG FOR ORETE OE RESISTAE I TESILE LOAD Ψ = 0,5 + min < < r, r, = 3.h ef Ψ S mut be ued for eah paing influened the anhor group. 6.h ef SPAIG S Redution fator Ψ raked & non-raked onrete Anhor ize M8 M10 M12 M , ,60 0, ,63 0,61 0, ,66 0,64 0,61 0, ,71 0,69 0,65 0, ,81 0,78 0,73 0, ,92 0,87 0,80 0, ,00 0,94 0,86 0, ,00 0,91 0, ,00 0, ,00 SPAIG S Redution fator Ψ raked & non-raked onrete Anhor ize M20 M24 M , ,61 0, ,64 0,61 0, ,68 0,64 0, ,70 0,66 0, ,75 0,70 0, ,84 0,78 0, ,94 0,86 0, ,00 0,90 0, ,00 0, , ,00 Ψ, IFLUEE OF EDGE FOR ORETE OE RESISTAE I TESILE LOAD Ψ, = 0,25 + 0,5. h ef min < < r, r, = 1,5.h ef Ψ, mut be ued for eah ditane influened the anhor group. Redution fator Ψ, raked & non-raked onrete Anhor ize M8 M10 M12 M , ,53 0,50 0, ,56 0,53 0,48 0, ,72 0,67 0,59 0, ,88 0,81 0,70 0, ,00 0,92 0,80 0, ,00 0,86 0, ,00 0, ,00 Ψ -, IFLUEE OF SPAIG AD EDGE DISTAE FOR ORETE EDGE RESISTAE I SHEAR LOAD Redution fator Ψ, raked & non-raked onrete Anhor ize M20 M24 M , ,43 0, ,49 0,44 0, ,69 0,61 0, ,84 0,73 0, ,00 0,86 0, ,00 0, ,00 hemial anhor Ψ -, = min. 1 min Ψ -, = min min 2 3 h>1,5. h>1,5. n-1 h>1,5. For ingle anhor fatening For 2 anhor fatening S For 3 anhor fatening and more Redution fator Ψ -, raked & non-raked onrete Ψ -, 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72 Redution fator Ψ -, raked & non-raked onrete 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 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 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 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 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65 Ψ -, = n-1. 3.n. min min 107
5 STADARD EMBEDMET - Zin oated & tainle teel tud 5/12 SPIT Method (value iued from ETA - Seimi ategory 1) TESILE in k SHEAR in k Pull-out reitane onrete edge reitane 0 Rd,p,1 Deign pull-out reitane ategory 1 - Single anhor 0 Rd,p,1 (20/25) 8,0 11,6 18,0 25,6 44,4 68,6 105,6 ategory 1 - Group of anhor 0 Rd,p,1 (20/25) 6,8 9,9 15,3 21,8 37,8 58,3 89,7 when more than one anhor of the group i ubmitted to tenile load 0 Rd,,1 Rd,p,1 = 0 Rd,p,1. f b onrete one reitane Rd,,1 = 0 Rd,,1. f b. Ψ. Ψ, Deign one reitane ategory 1 - Single anhor 0 Rd,,1 (20/25) 14,6 17,4 23,5 28,5 45,2 62,1 95,6 ategory 1 - Group of anhor 0 Rd,,1 (20/25) 12,9 15,4 20,8 25,2 39,9 54,8 84,3 when more than one anhor of the group i ubmitted to tenile load Rd,,1 = 0 Rd,,1. f b. f β,. Ψ S-, 0 Rd,,1 Deign onrete edge reitane at minimum edge ditane () ategory 1 - Single anhor S min Rd,,1 (20/25) 1,7 2,6 3,8 6,5 10,3 14,9 23,6 ategory 1 - Group of anhor S min Rd,,1 (20/25) 1,4 2,2 3,2 5,5 8,7 12,7 20,1 when more than one anhor of the group i ubmitted to hear load 0 Rd,p,1 Pryout failure Rd,p,1 = 0 Rd,p,1. f b. Ψ. Ψ, Deign pryout reitane ategory 1 - Single anhor 0 Rd,p,1 (20/25) 29,2 34,8 47,1 57,0 90,4 124,2 191,2 ategory 1 - Group of anhor 0 Rd,p,1 (20/25) 25,8 30,7 41,5 50,3 79,8 109,6 168,7 when more than one anhor of the group i ubmitted to hear load (2) Rd,,1 Steel deign tenile reitane MAXIMA tud Zn. 12,9 20,5 29,8 55,6 69,0 99,4 159,1 MAXIMA tud A4 13,9 21,9 31,6 58,8 92,0 132,1 98,3 Std. tud grade ,0 19,3 28,0 52,7 82,0 118,0 187,3 Std. tud grade ,3 30,7 44,7 84,0 130,7 188,0 299,3 Std. tud grade 10.9 A MAXIMA tud Zn. : γ M = 1,71 for M8 to M16 and γ M = 1,49 for M20 to M30 MAXIMA tud A4 : γ M = 1,87 Standard tud grade 5.8 and 8.8 : γ M = 1,5 Rd,,1 Steel deign hear reitane ategory 1 - Single anhor MAXIMA tud Zn. 5,4 8,5 12,4 23,0 28,9 41,6 66,6 Std. tud grade 5.8 5,2 8,1 11,8 21,8 34,2 49,3 78,4 Std. tud grade ,7 18,6 27,0 50,4 78,4 112,8 179,2 ategory 1 - Group of anhor MAXIMA tud Zn. 4,6 7,2 10,5 19,6 24,5 35,4 56,6 Std. tud grade 5.8 4,4 6,9 10,0 18,6 29,0 41,9 66,6 Std. tud grade 8.8 9,9 15,8 22,9 42,8 66,6 95,9 152,3 when more than one anhor of the group i ubmitted to tenile load MAXIMA tud Zn. : γ M = 1,43 Standard tud grade 5.8 and 8.8 : γ M = 1,25 Rd,1 = min( Rd,p,1 ; Rd,,1 ; Rd,,1 ) β = Sd / Rd,1 1 Rd,1 = min( Rd,,1 ; Rd,p,1 ; Rd,,1 ) β = Sd / Rd, f b IFLUEE OF ORETE onrete la f b on-raked onrete f b raked onrete M8-M16 M20-M30 M8-M30 25/30 1,02 1,06 1,00 30/40 1,05 1,15 1,00 40/60 1,07 1,23 1,00 50/60 1,09 1,30 1,00 β + β 1,2 f β, IFLUEE OF SHEAR LOADIG DIRETIO Angle β [ ] f β, 0 to ,1 70 1,2 80 1,5 90 to β β β 90 0 β 60
6 6/12 Material propertie Material propertie for SPIT Adheive Tet Method Performane Tet report Teting ondition ontat with water for dometi purpoe. Suitable WRAS APPROAL UMBER: BS6920-1:2000 and/or 2014 EMISSIO OF OLATILE ORGAI OMPOUDS (O) laifiation A+ Tet ertifiate TEST ISO ompreive trength 62 MPa EDRE Lab Tet report n Elatiity modulu in tenile Tenile trength 4.23 GPa 12.1 MPa Reoll Lab Tet report n ASTM D695 ylinder peimen : Ø25 mm 50 mm ; ured 24 h at 20 F E ISO Speimen ured 24 h at 20 /50%HR Elatiity modulu in fl exure Flexural trength 6.29 GPa 33 MPa ISO Speimen ured 24 h at 20 /50%HR Linear oeffi ient of hrinkage 1μm/mm elon Lab Tet report ASTM D2566 Speimen ured 24 h at 20 /50%HR olume reitivity Ω.m LIE Lab Tet report n IE :2016 Tet ondition : 25 /50%HR Tet voltage: 500d Permittivity 12,5 i in the inulating IE60250:1969 ategory Diletri diipation fator 0,264 Tet ondition : 25 /50%HR Tet voltage: 20 rm hemial anhor 109
7 EMBEDMET 12Ø - Zin oated & tainle teel tud 7/12 TESILE in k 0 Rd,p Pull-out reitane Deign pull-out reitane h ef on-raked onrete 23,9 37,7 54,3 83,6 101,4 140,7 176,2 raked onrete 10,3 16,3 23,5 41,8 59,9 91,5 124,4 0 Rd, Rd,p = 0 Rd,p. f b onrete one reitane Rd, = 0 Rd,. f b. Ψ. Ψ, Deign one reitane h ef on-raked onrete 31,1 44,2 58,1 89,4 109,6 157,4 201,4 raked onrete 22,2 31,5 41,5 63,9 78,3 112,4 143,9 SHEAR in k onrete edge reitane Rd, = 0 Rd,. f b. f β,. Ψ S-, 0 Rd, Deign onrete edge reitane at minimum edge ditane () h ef S min on-raked onrete 2,5 3,3 3,6 4,9 6,2 7,8 13,3 raked onrete 1,8 2,4 2,6 3,5 4,4 5,6 9,5 0 Rd,p Pryout failure Rd,p = 0 Rd,p. f b. Ψ. Ψ, Deign pryout reitane h ef on-raked onrete 47,8 75,4 108,6 167,3 202,7 281,5 352,5 raked onrete 20,7 32,7 47,0 83,6 119,8 183,0 248,8 γ Mp = 1,5 Rd, Steel deign tenile reitane MAXIMA tud Zn. 12,9 20,5 29,8 55,6 79,2 114,1 182,6 MAXIMA tud A4 12,3 19,8 28,9 54,5 85,0 122,5 - Std. tud grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 186,7 Std. tud grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 299,3 Std. tud grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 400,7 MAXIMA tud Zn. : γ M = 1,71 for M8 to M16 and γ M = 2,49 for M20 to M30 MAXIMA tud A4 : γ M = 1,87 Std. tud grade 5.8 & 8.8 : γ M = 1,5 and grade 10.9 : γ M = 1,4 The onrete in the area of the anhorage i water tatured. The anhor may be intalled in flooded hole, but the figure above annot be ued, you mut ue the value given in the ETA for the ategory 2. Rd, Steel deign hear reitane MAXIMA tud Zn. 7,7 12,2 17,7 32,9 39,3 56,7 90,7 MAXIMA tud A4 7,3 11,9 17,3 32,7 51,3 73,1 - Std. tud grade 5.8* 7,4 11,6 16,9 31,2 48,8 70,4 112,0 Std. tud grade 8.8* 11,7 18,6 27,0 50,4 78,4 112,8 179,2 Std. tud grade 10.9* 12,2 19,3 28,1 52,0 81,3 117,3 186,7 MAXIMA tud Zn. : γ M = 1,43 for M8 to M16 and γ M = 1,5 for M20 to M30 MAXIMA tud A4 : γ M = 1,56 Std. tud grade 5.8 & 8.8 : γ M = 1,25 and grade 10.9 : γ M = 1,5 Rd = min( Rd,p ; Rd, ; Rd, ) β = Sd / Rd 1 Rd = min( Rd, ; Rd,p ; Rd, ) β = Sd / Rd 1 β + β 1,2 110 f b IFLUEE OF ORETE onrete la f b on-raked onrete f b raked onrete M8-M16 M20-M30 M8-M30 25/30 1,02 1,06 1,00 30/40 1,05 1,15 1,00 40/60 1,07 1,23 1,00 50/60 1,09 1,30 1,00 f β, IFLUEE OF SHEAR LOADIG DIRETIO Angle β [ ] f β, 0 to ,1 70 1,2 80 1,5 90 to β β β 90 0 β 60
8 8/12 EMBEDMET 12Ø - Zin oated & tainle teel tud Ψ IFLUEE OF SPAIG FOR ORETE OE RESISTAE I TESILE LOAD Ψ = 0,5 + min < < r, r, = 3.h ef Ψ S mut be ued for eah paing influened the anhor group. 6.h ef SPAIG S Redution fator Ψ raked & non-raked onrete Anhor ize M8 M10 M12 M , ,59 0, ,61 0,58 0, ,63 0,60 0,59 0, ,68 0,64 0,62 0, ,76 0,71 0,67 0, ,85 0,78 0,73 0, ,00 0,90 0,84 0, ,00 0,92 0, ,00 0, ,00 SPAIG S Redution fator Ψ raked & non-raked onrete Anhor ize M20 M24 M , ,59 0, ,61 0,58 0, ,64 0,61 0, ,65 0,62 0, ,69 0,65 0, ,73 0,68 0, ,80 0,74 0, ,88 0,80 0, ,00 0,89 0, ,00 0, ,00 Ψ, IFLUEE OF EDGE FOR ORETE OE RESISTAE I TESILE LOAD Ψ, = 0,25 + 0,5. h ef min < < r, r, = 1,5.h ef Ψ, mut be ued for eah ditane influened the anhor group. Redution fator Ψ, raked & non-raked onrete Anhor ize M8 M10 M12 M , ,49 0,44 0, ,51 0,46 0,42 0, ,64 0,56 0,51 0, ,00 0,85 0,75 0, ,00 0,88 0, ,00 0, ,00 Ψ -, IFLUEE OF SPAIG AD EDGE DISTAE FOR ORETE EDGE RESISTAE I SHEAR LOAD Redution fator Ψ, raked & non-raked onrete Anhor ize M20 M24 M , ,39 0, ,43 0,39 0, ,70 0,61 0, ,82 0,70 0, ,00 0,84 0, ,00 0, ,00 hemial anhor Ψ -, = min. 1 min Ψ -, = min min 2 3 h>1,5. h>1,5. n-1 h>1,5. For ingle anhor fatening For 2 anhor fatening S For 3 anhor fatening and more Redution fator Ψ -, raked & non-raked onrete Ψ -, 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72 Redution fator Ψ -, raked & non-raked onrete 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 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 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 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 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65 Ψ -, = n-1. 3.n. min min 111
9 EMBEDMET 16Ø - Zin oated & tainle teel tud 9/12 TESILE in k 0 Rd,p Pull-out reitane Deign pull-out reitane Anhor ize M8 M10 M12 M16 M20 M24 h ef on-raked onrete 32,2 50,3 72,4 111,5 147,4 193,0 raked onrete 13,9 21,8 31,4 55,8 87,1 125,5 0 Rd, Rd,p = 0 Rd,p. f b onrete one reitane Rd, = 0 Rd,. f b. Ψ. Ψ, Deign one reitane Anhor ize M8 M10 M12 M16 M20 M24 h ef on-raked onrete 48,7 68,0 89,4 137,6 192,3 252,8 raked onrete 34,8 48,6 63,9 98,3 137,4 180,6 SHEAR in k onrete edge reitane Rd, = 0 Rd,. f b. f β,. Ψ S-, 0 Rd, Deign onrete edge reitane at minimum edge ditane () Anhor ize M8 M10 M12 M16 M20 M24 h ef S min on-raked onrete 2,6 3,5 5,2 7,7 12,8 19,3 raked onrete 1,9 2,5 3,7 5,5 9,2 13,8 0 Rd,p Pryout failure Rd,p = 0 Rd,p. f b. Ψ. Ψ, Deign pryout reitane Anhor ize M8 M10 M12 M16 M20 M24 h ef on-raked onrete 64,3 100,5 144,8 223,0 294,9 386,0 raked onrete 27,9 43,6 62,7 111,5 174,3 250,9 γ Mp = 1,5 Rd, Steel deign tenile reitane Anhor ize M8 M10 M12 M16 M20 M24 MAXIMA tud Zn. 12,9 20,5 29,8 55,6 79,2 114,1 Std. tud grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 Std. tud grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 Std. tud grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 MAXIMA tud Zn : γ M = 1,71 for M8 to M16 and γ M = 1,49 for M20 & M24 Std. tud grade 5.8 & 8.8 : γ M = 1,5 Std. tud grade 10.9 : γ M = 1,4 The onrete in the area of the anhorage i water tatured. The anhor may be intalled in flooded hole, but the figure above annot be ued, you mut ue the value given in the ETA for the ategory 2. Rd, Steel deign hear reitane Anhor ize M8 M10 M12 M16 M20 M24 MAXIMA tud Zn. 7,7 12,2 17,7 32,9 39,3 56,7 Std. tud grade 5.8* 7,36 11,6 16,9 31,2 48,8 70,4 Std. tud grade 8.8* 11,68 18,6 27,0 50,4 78,4 112,8 Std. tud grade 10.9* 12,2 19,3 28,1 52,0 81,3 117,3 MAXIMA tud Zn : γ M = 1,43 for M8 to M16 and γ M = 1,5 for M20 & M24 Std. tud grade 5.8 & 8.8 : γ M = 1,25 Std. tud grade10.9 : γ M = 1,5 Rd = min( Rd,p ; Rd, ; Rd, ) β = Sd / Rd 1 Rd = min( Rd, ; Rd,p ; Rd, ) β = Sd / Rd 1 β + β 1,2 112 f b IFLUEE OF ORETE onrete la f b on-raked onrete f b raked onrete M8-M16 M20-M30 M8-M30 25/30 1,02 1,06 1,00 30/40 1,05 1,15 1,00 40/60 1,07 1,23 1,00 50/60 1,09 1,30 1,00 f β, IFLUEE OF SHEAR LOADIG DIRETIO Angle β [ ] f β, 0 to ,1 70 1,2 80 1,5 90 to β β β 90 0 β 60
10 10/12 EMBEDMET 16Ø - Zin oated & tainle teel tud Ψ IFLUEE OF SPAIG FOR ORETE OE RESISTAE I TESILE LOAD Ψ = 0,5 + min < < r, r, = 3.h ef Ψ S mut be ued for eah paing influened the anhor group. 6.h ef SPAIG S Redution fator Ψ raked & non-raked onrete Anhor ize M8 M10 M12 M , ,57 0, ,58 0,56 0,55 0, ,60 0,58 0,57 0, ,66 0,63 0,60 0, ,76 0,71 0,67 0, ,83 0,76 0,72 0, ,00 0,90 0,83 0, ,00 0,92 0, ,00 0, ,00 SPAIG S Redution fator Ψ raked & non-raked onrete Anhor ize M20 M , ,56 0, ,57 0, ,63 0, ,68 0, ,79 0, ,84 0, ,89 0, ,94 0, ,00 0, ,00 Ψ, IFLUEE OF EDGE FOR ORETE OE RESISTAE I TESILE LOAD Ψ, = 0,25 + 0,5. h ef min < < r, r, = 1,5.h ef Ψ, mut be ued for eah ditane influened the anhor group. Redution fator Ψ, raked & non-raked onrete Anhor ize M8 M10 M12 M , ,43 0,39 0, ,45 0,41 0,38 0, ,54 0,48 0,45 0, ,99 0,84 0,74 0, ,00 0,88 0, ,00 0, ,00 Ψ -, IFLUEE OF SPAIG AD EDGE DISTAE FOR ORETE EDGE RESISTAE I SHEAR LOAD Redution fator Ψ, raked & non-raked onrete Anhor ize M20 M , ,34 0, ,38 0, ,64 0, ,72 0, ,00 0, ,00 hemial anhor Ψ -, = min. 1 min Ψ -, = min min 2 3 h>1,5. h>1,5. n-1 h>1,5. For ingle anhor fatening For 2 anhor fatening S For 3 anhor fatening and more Redution fator Ψ -, raked & non-raked onrete Ψ -, 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72 Redution fator Ψ -, raked & non-raked onrete 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 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 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 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 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65 Ψ -, = n-1. 3.n. min min 113
11 EMBEDMET 20Ø - Zin oated & tainle teel tud 11/12 TESILE in k 0 Rd,p Pull-out reitane Deign pull-out reitane Anhor ize M8 M10 M12 M16 M20 M24 h ef on-raked onrete 40,2 62,8 90,5 139,4 184,3 241,3 raked onrete 17,4 27,2 39,2 69,7 108,9 156,8 0 Rd, Rd,p = 0 Rd,p. f b onrete one reitane Rd, = 0 Rd,. f b. Ψ. Ψ, Deign one reitane Anhor ize M8 M10 M12 M16 M20 M24 h ef on-raked onrete 68,0 95,0 124,9 192,3 268,8 353,3 raked onrete 48,6 67,9 89,2 137,4 192,0 252,4 SHEAR in k onrete edge reitane Rd, = 0 Rd,. f b. f β,. Ψ S-, 0 Rd, Deign onrete edge reitane at minimum edge ditane () Anhor ize M8 M10 M12 M16 M20 M24 h ef S min on-raked onrete 2,7 3,6 5,4 8,0 13,4 20,2 raked onrete 2,0 2,6 3,9 5,7 9,6 14,4 0 Rd,p Pryout failure Rd,p = 0 Rd,p. f b. Ψ. Ψ, Deign pryout reitane Anhor ize M8 M10 M12 M16 M20 M24 h ef on-raked onrete 80,4 125,7 181,0 278,8 368,6 482,5 raked onrete 34,9 54,5 78,4 139,4 217,8 313,7 γ Mp = 1,5 Rd, Steel deign tenile reitane Anhor ize M8 M10 M12 M16 M20 M24 MAXIMA tud Zn. 12,9 20,5 29,8 55,6 79,2 114,1 Std. tud grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 Std. tud grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 Std. tud grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 MAXIMA tud Zn : γ M = 1,71 for M8 to M16 and γ M = 1,49 for M20 & M24 Std. tud grade 5.8 & 8.8 : γ M = 1,5 Std. tud grade 10.9 : γ M = 1,4 The onrete in the area of the anhorage i water tatured. The anhor may be intalled in flooded hole, but the figure above annot be ued, you mut ue the value given in the ETA for the ategory 2. Rd, Steel deign hear reitane Anhor ize M8 M10 M12 M16 M20 M24 MAXIMA tud Zn. 7,7 12,2 17,7 32,9 39,3 56,7 Std. tud grade 5.8* 7,36 11,6 16,9 31,2 48,8 70,4 Std. tud grade 8.8* 11,68 18,6 27,0 50,4 78,4 112,8 Std. tud grade 10.9* 12,2 19,3 28,1 52,0 81,3 117,3 MAXIMA tud Zn : γ M = 1,43 for M8 to M16 and γ M = 1,5 for M20 & M24 Std. tud grade 5.8 & 8.8 : γ M = 1,25 Std. tud grade10.9 : γ M = 1,5 Rd = min( Rd,p ; Rd, ; Rd, ) β = Sd / Rd 1 Rd = min( Rd, ; Rd,p ; Rd, ) β = Sd / Rd 1 β + β 1,2 114 f b IFLUEE OF ORETE onrete la f b on-raked onrete f b raked onrete M8-M16 M20-M30 M8-M30 25/30 1,02 1,06 1,00 30/37 1,05 1,15 1,00 40/50 1,07 1,23 1,00 50/60 1,09 1,30 1,00 f β, IFLUEE OF SHEAR LOADIG DIRETIO Angle β [ ] f β, 0 to ,1 70 1,2 80 1,5 90 to β β β 90 0 β 60
12 12/12 EMBEDMET 20Ø - Zin oated & tainle teel tud Ψ IFLUEE OF SPAIG FOR ORETE OE RESISTAE I TESILE LOAD Ψ = 0,5 + min < < r, r, = 3.h ef Ψ S mut be ued for eah paing influened the anhor group. 6.h ef SPAIG S Redution fator Ψ raked & non-raked onrete Anhor ize M8 M10 M12 M ,55 0, ,56 0,55 0,54 0, ,58 0,56 0,55 0, ,66 0,63 0,60 0, ,76 0,71 0,67 0, ,86 0,79 0,74 0, ,00 0,90 0,83 0, ,00 0,92 0, ,00 0, ,00 SPAIG S Redution fator Ψ raked & non-raked onrete Anhor ize M20 M , ,55 0, ,56 0, ,60 0, ,65 0, ,69 0, ,75 0, ,83 0, ,92 0, ,00 0, ,00 Ψ, IFLUEE OF EDGE FOR ORETE OE RESISTAE I TESILE LOAD Ψ, = 0,25 + 0,5. h ef min < < r, r, = 1,5.h ef Ψ, mut be ued for eah ditane influened the anhor group. Redution fator Ψ, raked & non-raked onrete Anhor ize M8 M10 M12 M , ,39 0,36 0, ,41 0,38 0,35 0, ,48 0,44 0,41 0, ,00 0,85 0,75 0, ,00 0,88 0, ,00 0, ,00 Ψ -, IFLUEE OF SPAIG AD EDGE DISTAE FOR ORETE EDGE RESISTAE I SHEAR LOAD Redution fator Ψ, raked & non-raked onrete Anhor ize M20 M , ,33 0, ,35 0, ,56 0, ,75 0, ,00 0, ,00 hemial anhor Ψ -, = min. 1 min Ψ -, = min min 2 3 h>1,5. h>1,5. n-1 h>1,5. For ingle anhor fatening For 2 anhor fatening S For 3 anhor fatening and more Redution fator Ψ -, raked & non-raked onrete Ψ -, 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72 Redution fator Ψ -, raked & non-raked onrete 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 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 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 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 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65 Ψ -, = n-1. 3.n. min min 115
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