European Technical Assessment. ETA Option 1-16/0276. Min. thick. of base material. thick. of part to be fixed. min.
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1 TAPCO XTREM zin oated & tainle teel verion 1/ Conrete rew anhor for ue in raked and non-raked onrete ETA European Tehnial Aement ETA Option 1-16/0276 T int d f h 0 Tehnial data t fix APPLICATIO Channel, able tray Braket E-Clip, owhorn TRH lip, rod hanging Trunking Puh-pull bar Formwork / huttering MATERIAL ISTALLATIO h nom L h min Zin oated teel verion: Min. tenile trength: 700 /mm 2 verion: Zin flake oating µm, E ISO Salt pray: 00 hour verion: Min. zin oated teel µm Stainle teel verion: Min. tenile trength: 700 /mm 2 & verion: Stainle teel A4 d 0 d erion Minimum embedment depth Maximum embedment depth Thread Ø Embed. Max. Drilling Embed. Max. Drilling depth depth depth depth min. max. thik. of part to be fixed Min. thik. of bae material thik. of part to be fixed Min. thik. of bae material Drilling Ø Total Tighten anhor torque length (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (m) h nom t fix h 0 h min h nom t fix h 0 h min d d O L T int Zin oated verion 8X0/ X60/ X70/ X80/ , X100/ X120/ X140/ X60/ X70/ X90/ X100/ , X120/ X140/ X160/ X80/ , X110/ X80/ X110/ , X130/ X10/ X80/ , Stainle teel A4 verion 8X70/ ,6 8 8X80/ X90/ X100/ , X120/ X80/ , X90/ , Stop tightening immediately when it meet the part to be fixed Code Anhor mehanial propertie A (mm 2 ) Streed ro-etion 39,6 6,0 97,7 134,0 W el (mm 3 ) Elati etion modulu 3,1 74,0 134,0 220,0 M 0 rk, (m) Charateriti bending moment 26,0 6,0 123,0 200,0 M (m) Reommended bending moment 13,0 28,0 61, 100,0 1
2 TAPCO XTREM 2/ zin oated & tainle teel verion The load peified on thi page allow judging the produt performane, but annot be ued for the deigning. The data given in the page CC method have to be applied (3/ to /). Charateriti load ( Rk, Rk ) in k Mean Ultimate load are derived from tet reult in admiible ervie ondition, and harateriti load are tatitially determined. TESILE on-raked onrete (C20/2) Rk 7, 9,0 16,0 22,3 Rk 16,0 2,0 36,1 44,6 Rk,0,0 12,0 1,9 Rk 12,0 20,2 2,8 31,8 Craked & non-raked onrete (C20/2) Rk 18,0 34,0 42,0 64,0 Mehanial anhor Deign load ( Rd, Rd ) for one anhor without edge or paing influene in k Rd = Rk γ M Derived from tet reult Rd = Rk γ M TESILE on-raked onrete (C20/2) Rd,0 6,0 10,7 14,9 Rd 10,7 16,7 24,1 29,7 Rd 3,3 3,3 8,0 10,6 Rd 8,0 13, 17,2 21,2 Craked & non-raked onrete (C20/2) Rd 12,0 22,7 28,0 42,7 γ M = 1, 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 re = Rk γ M. γ F on-raked onrete (C20/2) Re 3,6 4,3 7,6 10,6 Re 7,6 11,9 17,2 21,2 Re 2,4 2,4,7 7,6 Re,7 9,6 12,3 1,1 ; γ F = 1,4 Craked & non-raked onrete (C20/2) re 8,6 16,2 20,0 30, γ M = 1, 2
3 TAPCO XTREM zin oated & tainle teel verion 3/ SPIT CC Method TESILE in k in k Pull-out reitane Conrete edge reitane Rd,p = 0 Rd,p. f b Rd, = 0 Rd,. f b. f β,. Ψ S-C, 0 Rd,p Deign pull-out reitane on-raked onrete (C20/2) 0 Rd,p,0 6,0 10,7-0 Rd,p 10,7 16, Rd,p 3,3 3,3 8,0-0 Rd,p 8, Rd, Deign onrete edge reitane at minimum edge ditane () S min Rd,,non-raked 3,2 4,6 4,9,1 0 Rd,,raked 2,3 3,3 3,4 3, S min Rd,,non-raked 4,6,0 8,3 8,8 0 Rd,,raked 3,3 3,6,9 6,2 Conrete one reitane Pryout failure Rd, = 0 Rd,. f b. Ψ. Ψ, Rd,p = 0 Rd,p. f b. Ψ. Ψ, 0 Rd, Deign one reitane on-raked onrete (C20/2) 0 Rd, 7,0 9, 11,9 14,9 0 Rd, 12,6 18,9 24,1 29,7 0 Rd,,0 6,8 8, 10,6 0 Rd, 9,0 13, 17,2 21,2 0 Rd,p Deign pryout reitane on-raked onrete (C20/2) 0 Rd,p 7,0 9, 11,9 14,9 0 Rd,p 12,6 37,8 48,2 9,4 0 Rd,p,0 6,8 8, 10,6 0 Rd,p 9,0 26,9 34,3 42,4 Steel reitane Steel reitane Rd, Steel deign tenile reitane Rd, 17,9 30,0 4,7 73,6 γ M = 1,4 Rd, Steel deign hear reitane Rd, 12,0 22,7 28,0 42,7 γ M = 1, Rd = min( Rd,p ; Rd, ; Rd, ) β = Sd / Rd 1 Rd = min( Rd, ; Rd,p ; Rd, ) β = Sd / Rd 1 3 f b IFLUECE OF COCRETE Conrete la f b Conrete la f b C2/30 1,1 C40/0 1,41 C30/37 1,22 C4/ 1,48 C3/4 1,34 C0/60 1, β + β 1,2 f β, IFLUECE OF LOADIG DIRECTIO Angle β [ ] f β, 0 to ,1 70 1,2 80 1, 90 to β β β 90 0 β 60
4 TAPCO XTREM 4/ zin oated & tainle teel verion SPIT CC Method Ψ IFLUECE OF SPACIG FOR COCRETE COE RESISTACE I TESILE LOAD Ψ = 0, + 6.h ef min < < r, r, = 3.h ef Ψ S mut be ued for eah paing influened the anhor group. SPACIG S Redution fator Ψ Minimum anhor depth 40 0,69 0 0,74 0,69 0,67 0, ,83 0,77 0,73 0,70 9 0,9 0,87 0,82 0, ,00 0,91 0,8 0, ,9 0,88 0, ,00 0,93 0, ,00 0, ,00 Ψ, IFLUECE OF EDGE FOR COCRETE COE RESISTACE I TESILE LOAD SPACIG S Redution fator Ψ Maximum anhor depth 0 0,66 0, ,72 0,67 0,6 0, ,82 0,7 0,71 0, ,92 0,82 0,77 0,74 1 1,00 0,88 0,82 0, ,00 0,92 0, ,00 0, ,00 Mehanial anhor Ψ, = 0,48 + 0,27. h ef min < < r, r, = 1,.h ef Ψ, mut be ued for eah ditane influened the anhor group. EDGE C Redution fator Ψ, Minimum anhor depth 0 0,96 0,83 0,7 0,68 1,00 0,88 0,80 0, ,94 0,8 0,77 6 1,00 0,89 0,81 7 1,00 0, ,00 EDGE C Redution fator Ψ, Maximum anhor depth 0 0,73 0,62 6 0,87 0, ,92 0,76 0,69 0, ,00 0,83 0,7 0, ,00 0,87 0, ,00 0, ,00 Ψ -, IFLUECE OF SPACIG AD EDGE DISTACE FOR COCRETE EDGE RESISTACE I LOAD For ingle anhor fatening Redution fator Ψ -, Craked & non-raked onrete Ψ -, =. min min Ψ -, = min min h>1,. h>1,. n-1 For 2 anhor fatening S C C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2 Ψ -, 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69,20,72 Redution fator Ψ -, Craked & non-raked onrete 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2 1,0 0,67 0,84 1,03 1,22 1,43 1,6 1,88 2,12 2,36 2,62 2,89 3,16 1, 0,7 0,93 1,12 1,33 1,4 1,77 2,00 2,2 2,0 2,76 3,03 3,31 2,0 0,83 1,02 1,22 1,43 1,6 1,89 2,12 2,38 2,63 2,90 3,18 3,46 2, 0,92 1,11 1,32 1,4 1,77 2,00 2,2 2,0 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, 1,30 1,2 1,7 1,99 2,24 2,0 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 3,7 4,0 4, 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20,0 2,33 2,9 2,87 3,1 3,44 3,74 4,04 4,3, 2,71 2,99 3,28 3,71 4,02 4,33 4,6 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,6 For 3 anhor fatening and more h>1,. Ψ -, = n-1. 3.n. min min 4
5 TAPCO XTREM zin oated & tainle teel verion / SPIT CC Method (value iued from ETA - Seimi ategory C1) TESILE in k 0 Rd,p,C1 Pull-out reitane Rd,p = 0 Rd,p. f b Deign pull-out reitane Category C1 - Single anhor 0 Rd,p,C1 8, Category C1 - Group of anhor (1) 0 Rd,p,C1 6, (1) when more than one anhor of the group i ubmitted to tenile load Conrete one reitane Rd, = 0 Rd,. f b. Ψ. Ψ, in k Rd, = 0 Rd,. f b. f β,. Ψ S-C, 0 Rd,,C1 Deign onrete edge reitane at minimum edge ditane () Category C1 - Single anhor S min Rd,,C1 2,3 3,2 3,3 3,3 Category C1 - Group of anhor (1) S min Rd,,C1 1,9 2,7 2,8 2,8 (1) when more than one anhor of the group i ubmitted to hear load Pryout failure Conrete edge reitane Rd,p = 0 Rd,p. f b. Ψ. Ψ, 0 Rd,,C1 Deign one reitane Category C1 - Single anhor 0 Rd,,C1 7,6 11,4 14,6 18,0 Category C1 - Group of anhor (1) 0 Rd,,C1 6,7 10,1 12,9 1,9 (1) when more than one anhor of the group i ubmitted to tenile load Steel reitane 0 Rd,p,C1 Deign pryout reitane Category C1 - Single anhor 0 Rd,p,C1 1,3 22,9 29,2 36,0 Category C1 - Group of anhor (1) 0 Rd,p,C1 13, 20,2 2,8 31,8 (1) when more than one anhor of the group i ubmitted to hear load Steel reitane (2) Rd,,C1 Steel deign tenile reitane Rd,,C1 17,9 30,0 4,7 73,6 (1) when more than one anhor of the group i ubmitted to tenile load γ M = 1,4 Rd,,C1 Steel deign hear reitane Category C1 - Single anhor Rd,,C1 6,0 10,2 14,0 17,1 Category C1 - Group of anhor (1) Rd,,C1,1 8,7 11,9 14, (1) when more than one anhor of the group i ubmitted to hear load (2) In ae of no hole learane between anhor and fixture γ M = 1, Rd = min( Rd,p ; Rd, ; Rd, ) β = Sd / Rd 1 Rd = min( Rd, ; Rd,p ; Rd, ) β = Sd / Rd 1 f b IFLUECE OF COCRETE Conrete la f b Conrete la f b C2/30 1,1 C40/0 1,41 C30/37 1,22 C4/ 1,48 C3/4 1,34 C0/60 1, β + β 1,2 f β, IFLUECE OF LOADIG DIRECTIO Angle β [ ] f β, 0 to ,1 70 1,2 80 1, 90 to β β β 90 0 β 60
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