fischer Bolt anchor FAZ II The power anchor for highest demands NEW Bolt anchor FAZ II For highest demands Powerful and flexible The distinctive edge holds the expansion clip in position even with reinforcement hits, thus ensuring safe installation With a choice of pre-assembled normal washer or large washer GS and with washer HBS in compliance with wood construction standard DIN 1052 (not pre-assembled) The protruding hammer-in pin protects the thread from damage during setting NEW The eight new sizes of the special cap nut version (M10 and M12) can be used for the application on sophisticated design They are also implemented in the ETA assessment The interaction of cone and expansion clip significantly increases load-bearing capacity and makes minimum edge distance and axial spacing possible NEW Variable embedment depths Enables most accurate adaption on the loads (M - M 16) hef, max 30 mm Permissible loads may be calculated for embedment depth between 40 mm and 60 mm Variable hef,  aximum load with maximum embedment depth FAZ II 10 A4 M 60 mm embedment depth = maximum permissible tension load of 6.2 kN and shear load of 15.1 kN 30 mm Fast installation thanks to minimum embedment depth FAZ II 10 A4 40mm embedment depth = permissible tension load of 4.3 kN and shear load of 11.3 kN Your advantages at a glance ■ With the new ETA assessment for Option the tension loads are increased up to 10% and the shear loads up to 17% So fewer and smaller anchors are required ■ The minimum embedment depth (see example) makes considerably shorter drill hole depths possible, thus provides a noticeably faster installation and less rebar hits ■ The new cup nut, not only gives the option for a better and refined optical design but also, ensures an accident free installation ■ FAZ II 6: First bolt anchor with drill-hole diameter mm and ETA Option worldwide, for safe and approved anchorage Powerful and flexible The FAZ II is suitable for pre-positioned and push-through installation and is also ideal for stand-off installation ■ ■ Experts report for use in concrete C12/15 and C80/95 The assessment document covers the use of hollow drills and diamond drills ■ NEW Approvals ETA-05/0069 ETAG 001 Option for cracked concrete seismic performance category C1, C2 (only FAZ II C) SE IS MIC Bolt anchor FAZ II K For highest demands Short and practical The 12 sizes of FAZ II K in zinc-plated or stainless steel versions can be used up to a fixture thickness of 20 mm The shorter bolt with minimum embedment depth is the economic choice for numerous applications such as the fixing of cable trays and substructures for faỗades With a choice of normal washer or large washer GS Short and practical Your advantages at a glance The FAZ II K is suitable for pre-positioned and push-through installation ■ The small drill hole depth of the K-version speeds up installation even further and reduces the number of reinforcement hits ■ ■ The properties of the FAZ II K considerably minimise the drilling effort and the hammer blows required to drive in the bolt anchor, saving energy and installation time ■ The tried-and-trusted expansion clip ensures a high load-bearing capacity even with minimum embedment depth This guarantees an unbeatable price-performance ratio Approvals Recommendation ■ ETA-15/0352 EAD 330011-00-0601 Option for cracked concrete SE seismic performance category C1, C2 Drill-hole preparation Create drill hole IS MIC Suitable for the following building materials: - Cracked concrete - Uncracked concrete Push through installation with hexagon nut Clean drill hole Drive in anchor Apply installation torque Finished! Push trough installation of the cup nut version with setting gauge Set the fastener Check offset Turn on cup nut Apply installation torque Finished! Applications Typical anchorage solutions for different building segments Metal construction Railings ■ With maximum embedment depth for maximum loads and minimum edge distance and axial spacing in cracked concrete ■ For applications with sophisticated design, visually appealling e g FAZ II 10/10 H A4 ■ With minimum embedment depth for use in thin concrete members from 80 mm thickness ■ With minimum embedment depth for minimum loads or shallow component thicknesses ■ 27% less drilling effort compared with the maximum version and significantly fewer reinforcement hits e g FAZ II 10/10 K A4 Faỗade construction Faỗade substructure With maximum embedment depth for heavy-duty faỗade substructures In stainless steel Version FAZ II GS for the even better alignment of brackets with long holes e g FAZ II 12/10 GS A4 e g FAZ II 10/10 K A4 Timber construction Railings Tension anchor ■ With maximum embedment depth, ideal for anchoring sleepers/beams ■ With minimum embedment depth but without load reduction ■ Also ideal for extreme usable lenghts ■ ■ With extra-large washer version HBS in accordance with wood construction standard DIN 1052 27% less drilling effort (in comparison to maximum version) ■ With minimum embedment depth but without load reduction ■ 27% less drilling effort towards the maximum version and far fewer reinforcement hits e g FAZ II 12/100 HBS e g FAZ II 10/10 K GS Sanitary / Heating / Electric Pipe routes Cable trays e g FAZ II 6/10 ■ Suitable for fixing of pipe hangers, metal profiles or mounting rails ■ Approved for single point anchorings e g FAZ II 10/10 K Applications Design examples Processing of thin or slim components, balcony railings under thin concrete plate Basic conditions 90 mm ■ Fixing to the underside of the balcony ■ Rail load 0.5 kN/m ■ Length of balcony 2500 mm ■ Rail height 1000 mm 100 mm b/d = 160/180 Installation of cable trays with suspended supports Basic conditions fischer Competitor FAZ II 10/10 K 8.6 kN per anchor plate with 40 mm embedment depth and 55 mm drill hole depth Competitive product M 10/10 8.6 kN per anchor plate with 60 mm embedment depth and 75 mm drill hole depth ■ Cable trays ■ anchors per anchor plate ■ Distance between anchors 140 mm ■ Distance between the suspended supports 2500 mm ■ Anchor plate 100 x 200 mm ■ Thickness of concrete ceiling 200 mm Advantages of the short version of the fischer bolt anchor FAZ II 10/10 K ■ 27% less drilling effort ■ Fewer reinforcement hits ■ Significantly faster installation Range h2 hef, max t fix M max M hef, t fix h2 Bolt anchor FAZ II (maximum version) Steel, stainless zinc-plated steel Item FAZ II 6/10 FAZ II 6/20 FAZ II 8/10 FAZ II 8/10 FAZ II 8/30 FAZ II 8/30 FAZ II 8/50 FAZ II 8/100 FAZ II 8/160 FAZ II 10/10 FAZ II 10/10 FAZ II 10/20 FAZ II 10/20 FAZ II 10/30 FAZ II 10/30 FAZ II 10/30 FAZ II 10/50 FAZ II 10/70 FAZ II 10/80 FAZ II 10/100 FAZ II 10/160 FAZ II 12/10 FAZ II 12/10 FAZ II 12/20 FAZ II 12/30 FAZ II 12/30 FAZ II 12/50 FAZ II 12/60 FAZ II 12/80 FAZ II 12/100 FAZ II 12/160 Approval highly corrosionresistant steel gvz A4 C ETA ICC 542621 542622 94871 — 94877 — 94878 94879 503251 94981 — 94982 — 94983 — — 94984 — 94985 94986 503252 95419 — 95420 95421 — 95446 — 95454 95470 503253 542623 542624 501396 — 501399 — 501401 — — 501403 — — 501406 — 501407 — 501409 501410 — 501411 501412 501413 — 501415 501416 — 501419 501420 — 501421 — — — — 501428 — 501429 — — — — 501430 — — — — 503185 — — — — — — 503186 — — 501431 — — — — — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ — — 1) Only with maximum embedment depth 2) With minimum embedment depth only for statically interdeterminate systems ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ Seismic C1/C21) Art.-No — — C1 C1 C1 C1 C1 C1 C1 C1/C2 C1 C1/C2 C1/C2 C1/C2 C1/C2 C1 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 C1 C1/C2 C1/C2 C1 C1/C2 C1/C2 C1/C2 C1/C2 – Drill Min drill Anchor Maximum embedment Minimum embedment diameter hole depth length depth with respective depth with respective usable length for pushusable length through installation Thread Sales unit h2 l hef, max tfix hef, tfix [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [pcs] 6 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 60 70 65 65 85 85 105 155 215 85 85 95 95 105 105 105 125 145 155 175 235 100 100 110 120 120 140 150 170 190 250 65 75 75 75 95 95 115 165 225 95 95 105 105 115 115 115 135 155 165 185 245 110 110 120 130 130 150 160 180 200 260 40 40 45 45 45 45 45 45 45 60 60 60 60 60 60 60 60 60 60 60 60 70 70 70 70 70 70 70 70 70 70 10 20 10 10 30 30 50 100 160 10 10 20 20 30 30 30 50 70 80 100 160 10 10 20 30 30 50 60 80 100 160 — — 352) 352) 352) 352) 352) 352) 352) 40 40 40 40 40 40 40 40 40 40 40 40 50 50 50 50 50 50 50 50 50 50 — — 20 20 40 40 60 110 170 30 30 40 40 50 50 50 70 90 100 120 180 30 30 40 50 50 70 80 100 120 180 M x 25 M x 35 M x 38 M x 38 M x 58 M x 58 M x 78 M x 128 M x 100 M 10 x 53 M 10 x 53 M 10 x 63 M 10 x 63 M 10 x 73 M 10 x 73 M 10 x 73 M 10 x 93 M 10 x 113 M 10 x 123 M 10 x 143 M 10 x 193 M 12 x 61 M 12 x 61 M 12 x 71 M 12 x 81 M 12 x 81 M 12 x 101 M 12 x 111 M 12 x 131 M 12 x 151 M 12 x 186 50 50 50 10 50 10 50 25 20 50 10 25 50 25 50 10 20 20 20 20 20 20 10 20 20 10 20 20 20 20 10 ∅ x length Range h2 hef, max t fix M max M hef, t fix h2 Bolt anchor FAZ II (maximum version) / bolt anchor FAZ II H (cap nut version) Steel, stainless zinc-plated steel Item FAZ II 12/160 FAZ II 12/200 FAZ II 16/5 FAZ II 16/5 FAZ II 16/25 FAZ II 16/25 FAZ II 16/50 FAZ II 16/50 FAZ II 16/60 FAZ II 16/100 FAZ II 16/160 FAZ II 16/200 FAZ II 16/250 FAZ II 16/300 FAZ II 20/30 FAZ II 20/30 FAZ II 20/60 FAZ II 20/60 FAZ II 20/160 FAZ II 24/30 FAZ II 24/30 FAZ II 24/60 FAZ II 24/60 FAZ II 10/10 H 2) FAZ II 10/20 H 2) FAZ II 12/10 H 2) FAZ II 12/20 H 2) gvz — 95605 522124 — — 95836 95864 — — 95865 503254 95967 95968 96188 46632 — 46633 — 503255 46635 — 46636 — 543392 543393 543394 543395 1) Only with maximum embedment depth 2) Available from spring 2018 A4 Approval highly corrosionresistant steel C 503180 — — — — — 522125 — 501423 — — 501432 — 503187 501424 — 532570 — 501425 — — — — — — — — — — — 501426 — — — 503183 — — — — — 501427 — — — 503184 — 543396 — 543397 — 543398 — 543399 — ETA ICC ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ — — — — Drill Min drill Anchor Maximum embedment Minimum embedment diameter hole depth length depth with respective depth with respective usable length for pushusable length through installation Thread Sales unit Seismic C1/C21) Art.-No h2 l hef, max tfix hef, tfix [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [pcs] — — C1/C2 C1/C2 C1/C2 C1 C1 C1/C2 C1/C2 C1/C2 C1/C2 — — — C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 C1 C1 C1 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 12 12 16 16 16 16 16 16 16 16 16 16 16 16 20 20 20 20 20 24 24 24 24 10 10 12 12 250 290 115 115 135 135 160 160 170 210 270 310 360 410 155 155 185 185 285 185 185 215 215 87 97 98.5 108.5 260 300 128 128 148 148 173 173 183 223 283 323 373 423 172 172 202 202 302 205 205 235 235 95 105 109 119 70 70 85 85 85 85 85 85 85 85 85 85 85 85 100 100 100 100 100 125 125 125 125 60 60 70 70 160 200 5 25 25 50 50 60 100 160 200 250 300 30 30 60 60 160 30 30 60 60 10 20 10 20 50 50 65 65 65 65 65 65 65 65 65 65 65 65 — — — — — — — — — 40 40 50 50 180 220 25 25 45 45 70 70 80 120 180 220 270 320 — — — — — — — — — 30 40 30 40 M 12 x 186 M 12 x 186 M 16 x 64 M 16 x 64 M 16 x 84 M 16 x 84 M 16 x 109 M 16 x 109 M 16 x 119 M 16 x 159 M 16 x 189 M 16 x 189 M 16 x 100 M 16 x 100 M 20 x 54 M 20 x 54 M 20 x 84 M 20 x 84 M 20 x 100 M 24 x 58 M 24 x 58 M 24 x 88 M 24 x 88 M 10 x 53 M 10 x 63 M 12 x 61 M 12 x 71 20 10 10 20 10 10 10 20 20 10 10 10 10 10 5 5 20 20 20 20 ∅ x length Range h2 tfix hef, max M M tfix hef, h2 Bolt anchor FAZ II GS (with large washer) / FAZ II HBS (washer compliant to timber construction standard DIN 1052) Art.-No Approval Drill diameter Item FAZ II 8/10 GS FAZ II 8/30 GS FAZ II 10/10 GS FAZ II 10/30 GS FAZ II 10/30 GS FAZ II 12/10 GS FAZ II 12/20 GS FAZ II 12/30 GS FAZ II 12/50 GS FAZ II 12/80 GS FAZ II 12/100 GS FAZ II 12/100 GS FAZ II 12/120 GS FAZ II 12/120 GS FAZ II 12/140 GS FAZ II 12/160 GS FAZ II 12/160 GS FAZ II 12/180 GS FAZ II 12/200 GS FAZ II 16/160 GS FAZ II 16/160 GS FAZ II 16/200 GS FAZ II 12/100 HBS FAZ II 12/120 HBS FAZ II 16/160 HBS FAZ II 16/200 HBS gvz A4 ETA 94872 96189 96291 96297 — 96303 502530 96340 502531 538430 502532 538702 96367 538703 538433 538431 — 538434 538432 503261 — 96370 522951 522952 522953 522954 501398 501400 501405 — 501408 501414 — 501418 — — — — — — — — 503181 — — — 503182 — — — — — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Seismic C1/C21) Steel, stainless zinc-plated steel C1 C1 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 — C1/C2 C1/C2 C1/C2 C1/C2 — C1/C2 C1/C2 C1/C2 — 1) Only with maximum embedment depth 2) With minimum embedment depth only for statically interdeterminate systems Anchor Min drill hole length depth for push-through installation Maximum embedment depth with respective usable length Minimum embedment depth with respective usable length h2 l hef, max tfix hef, tfix [mm] [mm] [mm] [mm] [mm] [mm] [mm] 10 30 10 30 30 10 20 30 50 80 100 100 120 120 140 160 160 180 200 160 160 200 100 120 160 200 35 2) 20 40 30 50 50 30 40 50 70 100 120 120 140 140 160 180 180 200 220 180 180 220 120 140 180 220 8 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 16 16 16 12 12 16 16 65 85 85 105 105 100 110 120 140 170 190 190 210 210 230 250 250 270 290 270 270 310 190 210 270 310 75 95 95 115 115 110 120 130 150 180 200 200 220 220 240 260 260 280 300 283 283 323 205 225 278 328 45 45 60 60 60 70 70 70 70 70 70 70 70 70 70 70 70 70 70 85 85 85 70 70 85 85 35 2) 40 40 40 50 50 50 50 50 50 50 50 50 50 50 50 50 50 65 65 65 50 50 65 65 Thread ∅ Washer Sales unit (outer diameter x thickness) x length [mm] [mm] M x 38 22 x 2.5 M x 58 22 x 2.5 M 10 x 53 25 x M 10 x 73 25 x M 10 x 73 25 x M 12 x 61 30 x M 12 x 71 30 x M 12 x 81 30 x M 12 x 101 30 x M 12 x 131 44 x M 12 x 151 30 x M 12 x 151 44 x M 12 x 171 30 x M 12 x 171 44 x M 12 x 186 44 x M 12 x 186 44 x M 12 x 186 44 x M 12 x 186 44 x M 12 x 186 44 x M 16 x 189 56 x M 16 x 100 56 x M 16 x 189 56 x M 12 x 151 58 x M 12 x 171 58 x M 16 x 189 68 x M 16 x 189 68 x [pcs] 50 50 50 25 50 20 20 20 20 20 20 20 20 20 20 20 20 20 20 10 10 20 20 10 10 Range h2 t fix M hef, Bolt anchor FAZ II K / FAZ II K GS (short version) Art.-No Item FAZ II 8/5 K FAZ II 10/10 K FAZ II 10/20 K FAZ II 10/20 K FAZ II 12/10 K FAZ II 12/20 K FAZ II 10/10 K GS FAZ II 12/10 K GS gvz A4 ETA 538989 522108 522110 — 522118 522119 522115 522121 538990 522116 — 522117 522122 522123 — — ■ ■ ■ ■ ■ ■ ■ ■ — C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 C1/C2 1) With minimum embedment depth only for statically interdeterminate systems Washer (outer diameter x thickness) Sales unit [mm] [mm] [pcs] M x 23 M 10 x 33 M 10 x 43 M 10 x 43 M 12 x 41 M 12 x 51 M 10 x 33 M 12 x 41 16 x 1.6 20 x 2.0 20 x 2.0 20 x 2.0 24 x 2.5 24 x 2.5 25 x 3.0 30 x 3.0 50 50 25 50 20 20 50 20 Min drill hole depth for push-through installation Anchor length h2 l hef, tfix dia x length [mm] [mm] [mm] [mm] [mm] 60 75 85 85 90 100 75 90 35 1) 10 20 20 10 20 10 10 10 10 10 12 12 10 12 45 65 75 75 80 90 65 80 Minimum embedment depth with respective usable length Thread Nominal drill diameter stainless steel Seismic C1/C2 Steel, zinc-plated Approval 40 40 40 50 50 40 50 Loads Non-cracked concrete Bolt anchor FAZ II, FAZ II K and FAZ II GS (HBS) zinc plated steel / stainless steel / high corrosion resistant steel Permissible loads of a single anchor in non-cracked normal concrete (concrete compression zone) of strength class C20/25 (∼ B25) 1) 2) 3) Minimum spacings while reducing the load Type Min spacing Min edge distance Material fixing element Min member thickness Effective anchorage depth Installation torque Permissible tension load Permissible shear load hmin hef 4) Tinst Nperm 6) Vperm 6) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] 3,6 3,4 45 55 5,0 5,0 50 85 85 80 85 80 85 80 80 75 80 75 80 75 100 80 100 80 100 80 130 170 130 170 130 170 140 125 175 160 175 160 205 175 260 220 260 220 275 240 350 305 350 305 410 400 535 520 535 520 gvz FAZ II A4 80 40 80 90 80 90 80 90 90 110 90 110 90 110 100 120 100 120 100 120 35 5) 45 35 5) 45  35 5) 45 40 60 40 60 40 60 50 70 50 70 50 70 65 85 65 85 65 85 C gvz FAZ II A4 C gvz FAZ II 10 A4 C gvz FAZ II 12 A4 C gvz FAZ II 16 A4 140 C 20 45 60 110 5,0 6,7 5,0 6,7 5,0 6,7 6,1 9,5 6,1 9,5 6,1 9,5 8,5 10,5 8,5 10,5 8,5 10,5 12,6 18,8 12,6 18,8 12,6 18,8 gvz FAZ II 20 A4 170 100 200 24,0 gvz A4 9,6 12,2 15,1 17,5 21,9 31,4 39,9 Required spacing for Max tension load Max shear load c c Max load scr smin 7) cmin 7) [mm] [mm] [mm] 120 35 45 40 40 40 45 50 55 65 65 300 95 95 375 100 135 46,5 C FAZ II 24 7,8 Required edge distance (with one edge) for 60,7 530 230 62,9 210 125 270 33,6 C For the design the complete assessment ETA-05/0069, issue date 03.07.2017 has to be considered 8) 1) The partial safety factors for material resistance as regulated in the ETA as well as a partial safety factor for load actions of γL = 1.4 are considered As an single anchor counts e. g an anchor with a spacing s ≥ 3 ×hef and an edge distance c ≥ 1.5 × hef Accurate data see ETA 2) F or higher concrete strength classes up to C50/60 higher permissible loads may be possible 3) D rill method hammer drilling resp hollow drilling For further allowable drill methods see ETA 4) E ff anchorage depth: anchorage depth, max anchorage depth 80,7 105 135 105 135 105 135 120 180 120 180 120 180 150 210 150 210 150 210 195 255 195 255 195 255 515 630 265 835 5) The anchorage depths smaller than 40 mm are only allowed for single anchors as part of a multiple fixing of non-structural systems 6) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see ETA 7) Minimum possible axial spacings resp edge distance while reducing the permissible load 8) The given loads refer to the European Technical Assessment ETA-05/0069, issue date 03.07.2017 Design of the loads according TR055/ETAG 001, Annex C, Method A (for static resp quasi-static loads) Loads Cracked concrete Bolt anchor FAZ II, FAZ II K and FAZ II GS (HBS) zinc plated steel / stainless steel / high corrosion resistant steel Permissible loads of a single anchor in cracked normal concrete (concrete tension zone) of strength class C20/25 (∼ B25) 1) 2) 3) 9) Type Material fixing element Min member thickness Effective anchorage depth Installation torque Permissible tension load Permissible shear load hmin hef 4) Tinst Nperm 6) Vperm 6) [mm] [mm] [Nm] [kN] [kN] A4 80 40 80 90 80 90 80 90 90 110 90 110 90 110 100 120 100 120 100 120 35 5) 45 35 5) 45 35 5) 45 40 60 40 60 40 60 50 70 50 70 50 70 65 85 65 85 65 85 0,7 C gvz FAZ II A4 C gvz FAZ II 10 A4 C gvz FAZ II 12 A4 C gvz FAZ II 16 A4 Required spacing for Max tension load Max shear load c c [mm] 3,4 gvz FAZ II Required edge distance (with one edge) for 140 C 20 45 60 110 2,6 3,8 2,6 3,8 2,6 3,8 4,3 6,2 4,3 6,2 4,3 6,2 6,1 9,5 6,1 9,5 6,1 9,5 9,0 13,4 9,0 13,4 9,0 13,4 5,0 [mm] Min spacing Min edge distance Max load scr smin 7) cmin 7) [mm] [mm] [mm] 120 35 45 35 40 40 45 50 55 65 65 80 45 125 200 185 18,8 21,9 18,8 21,9 28,7 31,4 28,7 39,9 28,7 39,9 40 45 40 45 40 45 60 65 60 65 60 65 75 100 75 100 75 100 100 130 100 130 100 130 275 255 275 325 275 325 400 350 435 450 435 450 545 585 545 760 545 760 105 135 105 135 105 135 120 180 120 180 120 180 150 210 150 210 150 210 195 255 195 255 195 255 7,8 8,9 9,6 8,9 9,6 11,3 12,2 11,3 15,1 11,3 15,1 17,5 Minimum spacings while reducing the load 235 gvz FAZ II 20 A4 170 100 200 17,1 44,6 150 745 300 95 85 210 125 270 24,0 57,5 170 840 375 100 100 C gvz FAZ II 24 A4 C For the design the complete assessment ETA-05/0069, issue date 03.07.2017 has to be considered.8) 1) The partial safety factors for material resistance as regulated in the ETA as well as a partial safety factor for load actions of γL = 1.4 are considered As an single anchor counts e.g an anchor with a spacing s ≥ 3 × hef and an edge distance c ≥ 1.5 × hef Accurate data see ETA 2) For higher concrete strength classes up to C50/60 higher permissible loads may be possible 3) Drill method hammer drilling resp hollow drilling For further allowable drill methods see ETA 4) Eff anchorage depth: anchorage depth, standard anchorage depth, max anchorage depth 5) The anchorage depths smaller than 40 mm are only allowed for single anchors as part of a multiple fixing of non-structural systems 6) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see ETA 7) Minimum possible axial spacings resp edge distance while reducing the permissible load 8) The given loads refer to the European Technical Assessment ETA-05/0069, issue date 03.07.2017 Design of the loads according TR055/ETAG 001, Annex C, Method A (for static resp quasi-static loads) 9) A reinforcement in the concrete to prevent splitting is required The width of the cracks has to be limited under consideration of the splitting forces at wk ∼ 0.3mm fischer FIXPERIENCE The design and information software suite  The modular design program includes engineering software and application modules  The software is based on international design standards (ETAG 001 and EC2, such as EC1, EC3 and EC5), including the national application documents All common force and measurement units are available  Incorrect input will be recognized and the software gives tips to get a correct result This ensures a safe and reliable design every time  The graphical display can easily be rotated through 360°, panned, tilted or zoomed as required  The 3D display gives a detailed and realistic image  The “live update” feature helps to keep the program up to date ensuring you are always working with the latest version  Free download and updates at www.fischer.de/fixperience-en Our service to you This is what fischer stands for FIXING SYSTEMS AUTOMOTIVE SYSTEMS FISCHERTECHNIK CONSULTING See the extensive main catalogue or visit our website at www.fischer.de for information about the complete fischer range fischerwerke GmbH & Co KG Klaus-Fischer-Straße · 72178 Waldachtal Germany Phone +49 7443 12-0 · Fax +49 7443 12-4220 www.fischer.de · info@fischer.de 505099 (5) · 07/2017 · V-MKS · Printed in Germany · Subject to technical modifications We are available to you at any time as a reliable partner to offer technical support and advice:  Our products range from chemical resin systems to steel anchors through to nylon anchors  Competence and innovation through own research, development and production  Global presence and active sales service in over 100 countries  Qualified technical consulting for economical and compliant fastening solutions Also on-site at the construction site if requested  Training sessions, some with accreditation, at your premises or at the fischer ACADEMY  Design and construction software for demanding applications  ... Item FAZ II 6/10 FAZ II 6/20 FAZ II 8/10 FAZ II 8/10 FAZ II 8/30 FAZ II 8/30 FAZ II 8/50 FAZ II 8/100 FAZ II 8/160 FAZ II 10/10 FAZ II 10/10 FAZ II 10/20 FAZ II 10/20 FAZ II 10/30 FAZ II 10/30 FAZ II. .. FAZ II 10/30 FAZ II 10/50 FAZ II 10/70 FAZ II 10/80 FAZ II 10/100 FAZ II 10/160 FAZ II 12/10 FAZ II 12/10 FAZ II 12/20 FAZ II 12/30 FAZ II 12/30 FAZ II 12/50 FAZ II 12/60 FAZ II 12/80 FAZ II 12/100... 16/25 FAZ II 16/50 FAZ II 16/50 FAZ II 16/60 FAZ II 16/100 FAZ II 16/160 FAZ II 16/200 FAZ II 16/250 FAZ II 16/300 FAZ II 20/30 FAZ II 20/30 FAZ II 20/60 FAZ II 20/60 FAZ II 20/160 FAZ II 24/30 FAZ II