C.so Savona 22,29 Villastellone (TO), Italia rev. 01/1 p. 1/ Certiicates ETA-/0076 Approval accoring to ETAG 001- or non-cracke an cracke concrete (Option 1), Fire Resistance 0 min Use certiie use non-cracke concrete cracke concrete speciic use natural stone = anchor iameter = anchor length t ix = ixable thickness = threa length = hole iameter = minimum hole epth = overall embement epth h e = eective anchorage epth = hole iameter in ixture = spanner = tightening torque SITA Zinc-plate steel anchor CE1 complete with preassemble nut an washer t ix h e TTSK0 S1K872/ 72 32 TTSK06 S1K892/30 92 2 30 8 8 TTSK17 S1K81/0 1 72 0 TTSK170 S1K8147/8 147 7 8 TTSK09 S1K92/ 92 47 TTSK081 S1K1/30 1 67 30 TTSK18 S1K132/0 132 87 0 TTSK082 S1K162/80 162 11 80 TTSK S1K3/ 3 3 TTSK11 S1K118/ 118 68 TTSK19 S1K8/30 8 78 30 TTSK190 S1K148/0 148 98 0 TTSK S1K163/6 163 113 6 TTSK23 S1K178/80 178 11 80 TTSK0 S1K163/ 3 6 TTSK13 S1K16138/ 138 80 609 S1K16148/30 16 148 90 16 30 TTSK S1K16168/0 168 1 0 TTSK13 S1K16178/60 178 11 60 60 0 4 9 13 7 68 60 17 3 90 81 70 14 19 0 1 96 8 18 24 0
C.so Savona 22,29 Villastellone (TO), Italia rev. 01/1 p. 2/ boy col orge steel 263-2 white zinc plating µm ISO 4042 clip col rolle steel strip 147 hot ip galvanizing 147 nut steel grae 8 (DIN 934, ISO 4032) washer steel (DIN, ISO 7089) white zinc plating µm ISO 4042 SITA Stainless steel anchor CE1 AISI 316 (A4), complete with preassemble nut an washer t ix h e 96001 SI1K872/ 72 32 96002 SI1K892/30 8 92 2 8 30 96003 SI1K81/0 1 72 0 96004 SI1K92/ 92 47 96024 SI1K2/2 2 7 9600 SI1K1/30 1 67 30 96006 SI1K132/0 132 87 0 9602 SI1K3/ 3 3 96007 SI1K118/ 118 68 96008 SI1K8/30 8 78 30 96026 SI1K148/0 148 98 0 96009 SI1K163/6 163 113 6 960 SI1K163/ 3 6 96027 SI1K16138/ 16 138 80 16 96011 SI1K16168/0 168 1 0 60 0 4 9 13 7 68 60 17 3 90 81 70 14 19 70 1 96 8 18 24 0 boy col orge stainless steel 088-3 W 1.478 clip col rolle stainless steel strip 088-2 nut stainless steel grae 80 (DIN 934, ISO 4032) washer stainless steel (DIN, ISO 7089) -
C.so Savona 22,29 Villastellone (TO), Italia rev. 01/1 p. 3/ SITA HDG steel anchor CE1 Hot-Dip Galvanize, complete with preassemble nut an washer t ix h e TTSKHDG01 1 SI1K62/3 1 62 26 TTSKHDG02 SI1K92/ 92 47 TTSKHDG03 SI1K1/30 1 67 30 TTSKHDG04 SI1K132/0 132 87 0 TTSKHDG0 SI1K3/ 3 3 TTSKHDG06 SI1K8/30 8 78 30 TTSKHDG07 SI1K163/ 3 6 16 16 TTSKHDG08 SI1K16138/ 138 80 TTSKHDG09 1 SI1K170/ 1 170 TTSKHDG 1 SI1K2/70 1 2 70 1 not inclue in CE certiication, recoene or non-cracke concrete only 3 0 40 30 30 17 7 68 60 3 90 81 70 14 19 0 1 96 8 18 24 0 13 1 22 30 240 boy col orge steel 263-2 hot ip galvanizing ISO 684 clip col rolle steel strip 147 hot ip galvanizing 147 nut steel grae 8 (DIN 934, ISO 4032) washer steel (DIN, ISO 7089) hot ip galvanizing ISO 684 Installation Setting parameters size M8 M M M16 Mx62 1 M 1 minimum spacing s min 0 60 70 0 400 with c c 0 80 90 0 10 300 minimum ege istance c min 0 80 8 10 300 with s s 0 0 14 10 0 400 minimum thickness o base material h min 0 0 140 170 6 180 1 not inclue in CE certiication, recoene or non-cracke concrete only Strength ata Vali or a single anchor, isolate an ar rom the eges, on a thick concrete member o class C/2. o Non-cracke concrete aracteristic resistance size M8 M M M16 tension N Rk kn 9 16 3 zinc-plate an HDG V Rk kn 18 23 44 stainless steel V Rk kn 11 17 2 47
C.so Savona 22,29 Villastellone (TO), Italia rev. 01/1 p. 4/ Design resistance size M8 M M M16 tension N R kn.0 8.9 11.1 23.3 zinc-plate an HDG V R kn 6.7.0 1.3 29.3 stainless steel V R kn 7.3 11.3 16.7 31.3 Recoene loa size M8 M M M16 Mx62 1 M 1 tension N rec kn 3.6 6.3 7.9 16.7 2.2 13.9 zinc-plate an HDG V rec kn 4.8 8.6 11.0 21.0 3.3 13.9 stainless steel V rec kn.2 8.1 11.9 22.4 - - 1 not inclue in CE certiication, recoene or non-cracke concrete only 1 kn 0 kg steel ailure o Cacke concrete aracteristic resistance size M8 M M M16 tension N Rk kn 9 zinc-plate an HDG V Rk kn 18 23 44 stainless steel V Rk kn.9 17 2 47 Design resistance size M8 M M M16 tension N R kn 2.8.0 6.7 13.3 zinc-plate an HDG V R kn 6.7.0 1.3 29.3 stainless steel V R kn 7.2 11.3 16.7 31.3 Recoene loa size M8 M M M16 tension N rec kn 2.0 3.6 4.8 9. 1 kn 0 kg steel ailure zinc-plate an HDG V rec kn 4.8 8.6 11.0 21.0 stainless steel V rec kn.2 8.1 11.9 22.4 aracteristic resistances N Rk e V Rk erive rom values certiie in ETA-/0076. Design resistances N R e V R inclue partial saety actors on resistances or each size. Recoene loas N rec e V rec inclue the urther saety actor 1.4. For the esign o anchors with reuce spacing, with reuce ege istance, or or ixing on concrete with higher strength or with reuce thickness, reer to European Technical Approval ETA-/0076 an use Design Metho A outline in Annex C o ETAG 001 (issue by EOTA). For the esign o anchors uner ire exposure reer to European Technical Approval ETA-/0076 an Technical Report TR 0 issue by EOTA. Data or esign Critical spacing an istances size M8 M M M16 critical spacing critical ege istance s cr,n 13 180 2 2 s cr,sp 180 240 280 340 c cr,n 68 90 8 c cr,sp 90 0 140 170
C.so Savona 22,29 Villastellone (TO), Italia rev. 01/1 p. / Increasing actors or tension resistance (excluing steel ailure) C2/30 1,04 C30/37 1, Ψ c C3/4 1,16 C40/0 1, C4/ 1,24 C0/60 1,28