fischer Bolt anchor FAZ II The power anchor for highest demands.

Transcription

1 fischer Bolt anchor FAZ II The power anchor for highest demands.

2 Bolt anchor FAZ II For highest demands. Powerful and flexible. The distinctive holds the expansion clip in position even with reinforcement hits, thus ensuring safe. The protruding hammer-in pin protects the thread from damage during setting. 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 interaction of cone and expansion clip significantly increases load-bearing capacity and makes minimum and axial possible. For use under maximum load requirements. The longer thread makes e.g. stand-off possible thus permitting maximum application flexibility. Drilled and installed faster. Thanks to the reduced embedment. h ef, stand 30 mm h ef, red 30 mm Example for use with a fixture thickness of 30 mm 1. Maximum load with standard embedment FAZ II 10/30 Standard embedment = 60 mm. Possible usable length up to max. 30 mm with permissible tensile load of 5.6 kn and shear load of 11.4 kn. 2. Fast thanks to reduced embedment FAZ II 10/10 Reduced embedment = 40 mm. Possible usable length up to max. 30 mm with permissible tensile load of 4.3 kn and shear load of 8.6 kn. Your advantages at a glance Powerful and flexible. The FAZ II is suitable for pre-positioned and push-through and is also ideal for stand-off. While tightening the nut, the cone bolt is pulled into the expansion clip and expands it against the drill hole wall. When the prescribed torque is reached, the anchor has been installed in compliance with the approvals. The assessment document also covers the use of hollow drills. The tried-and-trusted expansion clip makes maximum loadbearing capacities possible, so fewer fixing points and smaller anchor plates are required. The reduced embedment (see example) makes considerably shorter drill hole s possible, thus provides a noticeably faster. Few hammer blows and minimum torque slippage ensure a subjectively easier and comfortable setting process. The international approvals guarantee maximum safety and the best performance. Applications in earthquake regions (seismic) are also covered by these approvals. Approvals ETA-05/0069 ETAG 001 Option 1 for cracked concrete seismic performance category C1, C2 (only FAZ II C)

3 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. Now also available for diameter 8! The shorter bolt with reduced embedment is the economic choice for numerous applications such as the fixing of cable trays and substructures for façades. With a choice of normal washer or large washer GS. Short and practical. The FAZ II K is suitable for pre-positioned and push-through. The small drill hole of the K-version speeds up even further and reduces the number of reinforcement hits. Your advantages at a glance 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 time. The tried-and-trusted expansion clip ensures a high loadbearing capacity even with reduced embedment. This guarantees an unbeatable price-performance ratio. Approvals ETA-15/0352 EAD Option 1 for cracked concrete seismic performance category C1, C2 Recommendation Installation Create drill hole. Clean drill hole. Drive in anchor. Apply torque. Finished!

4 Applications. Typical solutions for different building segments. Metal construction Railings With standard embedment for maximum loads and minimum and axial in cracked concrete With reduced embedment for use in thin concrete members from 80 mm thickness e.g. FAZ II 10/10 A4 e.g. FAZ II 10/10 K A4 Steel girders / consoles With standard embedment for maximum loads in cracked concrete With reduced embedment for reduced load requirements Significantly reduced drilling effort e.g. FAZ II 20/30 e.g. FAZ II 10/10 K A4 Façade construction Façade substructure e.g. FAZ II 12/10 A4 With standard embedment for heavy-duty façade substructures In stainless steel Version FAZ II GS for the even better alignment of brackets with long holes With reduced embedment for reduced loads or shallow component thicknesses 27% less drilling effort compared with the standard version and significantly fewer reinforcement hits e.g. FAZ II 10/10 K A4

5 Timber construction Threshold anchoring With standard embedment, ideal for anchoring sleepers/beams Also ideal for extreme usable lenghts Tension anchor With reduced embedment but without load reduction 27% less drilling effort (in comparison to standard version) e.g. FAZ II 12/100 HBS e.g. FAZ II 10/10 K GS Support beam anchoring With extra-large washer version HBS in accordance with wood construction standard DIN 1052 For an even better power transmission between bolt anchor and sleepers/beams e.g. FAZ II 12/100 HBS Sanitary / Heating / Electric Pipe routes e.g. FAZ II 12/10 GS With standard embedment for maximum loads in heavy pipe routes Version with large washer GS for fixtures with long holes Cable trays e.g. FAZ II 10/10 K With reduced embedment but without load reduction 27% less drilling effort towards the standard version and far fewer reinforcement hits

6 Applications. Design examples. Processing of thin or slim components, balcony railings under thin concrete plate 90 mm Basic conditions: 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 Result of dimensioning in accordance with European Technical Approval (ETA) fischer FAZ II 10/10 K A4 short version Competitive product 1000 mm 1000 mm 550 mm 550 mm 550 mm 550 mm Thanks to the ideal load-bearing capacity of the K-version, proof can be brought with only 3 anchor plates / posts. Only 12 FAZ II 10/10 K A4 anchors are required. The use of M10 anchors is not possible due to the thin concrete member thickness. However, the use of the possible M8 anchors requires no less than 5 anchor plates/posts and 20 8/10 A4 anchors.

7 Applications. Design examples. Installation of cable trays with suspended supports Basic conditions: Cable trays 2 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 fischer Suspended support with projection at both sides Competitor FAZ II 10/10 K Competitive product M 10/ kn per anchor plate 8.6 kn per anchor plate with 40 mm embedment with 60 mm embedment and 55 mm drill hole and 75 mm drill hole Advantages of the short version of the fischer bolt anchor FAZ II 10/10 K 27% less drilling effort fewer reinforcement hits significantly faster

8 Range. Bolt anchor FAZ II (standard version) Steel, zincplated stainless steel highly corrosionresistant steel Approval Seismic C1/C2 1) Drill diameter drill hole for pushthrough Anchor length Thread Standard embedment with respective usable length Reduced embedment with respective usable length d o h 2 l dia. x length h ef, stand. t fix h ef, red. t fix Art. no. Art. no. Art. no. ETA ICC 3) [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [pcs] Article description gvz A4 C FAZ II 8/ C M 8 x FAZ II 8/ C M 8 x FAZ II 8/ C M 8 x FAZ II 8/ C M 8 x FAZ II 8/ C M 8 x FAZ II 8/ C M 8 x FAZ II 8/ C M 8 x FAZ II 10/ C1/C M 10 x FAZ II 10/ C M 10 x FAZ II 10/ C1/C M 10 x FAZ II 10/ C1/C M 10 x FAZ II 10/ C1/C M 10 x FAZ II 10/ C1/C M 10 x FAZ II 10/ C M 10 x FAZ II 10/ C1/C M 10 x FAZ II 10/ C1/C M 10 x FAZ II 10/ C1/C M 10 x FAZ II 10/ C1/C M 10 x FAZ II 10/ M 10 x FAZ II 12/ C1/C M 12 x FAZ II 12/ C M 12 x FAZ II 12/ C1/C M 12 x FAZ II 12/ C1/C M 12 x FAZ II 12/ C M 12 x FAZ II 12/ C1/C M 12 x FAZ II 12/ C1/C M 12 x ) Only with standard embedment Sales unit

9 Range. Bolt anchor FAZ II (standard version) Steel, zincplated stainless steel highly corrosionresistant steel Approval Seismic C1/C2 1) Drill diameter drill hole for pushthrough Anchor length Thread Standard embedment with respective usable length Reduced embedment with respective usable length d o h 2 l dia. x length h ef, stand. t fix h ef, red. t fix Art. no. Art. no. Art. no. ETA ICC 3) [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [pcs] Article description gvz A4 C FAZ II 12/ C1/C M 12 x FAZ II 12/ C1/C M 12 x FAZ II 12/ M 12 x FAZ II 12/ M 12 x FAZ II 12/ M 12 x FAZ II 16/ C1/C M 16 x FAZ II 16/ C1/C M 16 x FAZ II 16/ C1/C M 16 x FAZ II 16/ C M 16 x FAZ II 16/ C M 16 x FAZ II 16/ C1/C M 16 x FAZ II 16/ C1/C M 16 x FAZ II 16/ C1/C M 16 x FAZ II 16/ C1/C M 16 x FAZ II 16/ M 16 x FAZ II 16/ M 16 x FAZ II 16/ M 16 x FAZ II 20/ C1/C M 20 x FAZ II 20/ C1/C M 20 x FAZ II 20/ C1/C M 20 x FAZ II 20/ C1/C M 20 x FAZ II 20/ C1/C M 20 x FAZ II 24/ C M 24 x FAZ II 24/ C M 24 x FAZ II 24/ C M 24 x FAZ II 24/ C1/C M 24 x FAZ II 24/ M 24 x FAZ II 24/ M 24 x ) Only with standard embedment Sales unit

10 Range. h 2 h ef, stand. t fix M M h ef, red. t fix Bolt anchor FAZ II GS (with large washer) / FAZ II HBS (washer compliant to timber construction standard DIN Steel, zincplated stainless steel Article description gvz A4 Approval Seismic C1/C2 1) Drill diameter drill hole for pushthrough Anchor length Standard embedment with respective usable length Reduced embedment with respective usable length h 2 Thread d o h 2 l h ef, stand. t fix h ef, red. t fix dia. x length Washer (outer diameter x thickness) Art. no. Art. no. ETA [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [pcs] FAZ II 8/10 GS C M 8 x x FAZ II 8/30 GS C M 8 x x FAZ II 10/10 GS C1/C M 10 x x 3 50 FAZ II 10/30 GS C1/C M 10 x x 3 25 FAZ II 10/30 GS C1/C M 10 x x 3 50 FAZ II 12/10 GS C1/C M 12 x x 3 20 FAZ II 12/20 GS C1/C M 12 x x 3 20 FAZ II 12/30 GS C1/C M 12 x x 3 20 FAZ II 12/50 GS C1/C M 12 x x 3 20 FAZ II 12/80 GS C1/C M 12 x x 4 20 FAZ II 12/100 GS C1/C M 12 x x 3 20 FAZ II 12/100 GS C1/C M 12 x x 4 20 FAZ II 12/120 GS C1/C M 12 x x 3 20 FAZ II 12/120 GS C1/C M 12 x x 4 20 FAZ II 12/140 GS C1/C M 12 x x 4 20 FAZ II 12/160 GS C1/C M 12 x x 4 20 FAZ II 12/160 GS M 12 x x 4 20 FAZ II 12/180 GS C1/C M 12 x x 4 20 FAZ II 12/200 GS C1/C M 12 x x 4 20 FAZ II 16/160 GS C1/C M 16 x x 5 10 FAZ II 16/160 GS C1/C M 16 x x 5 4 FAZ II 16/200 GS M 16 x x 5 10 FAZ II 12/100 HBS C1/C M 12 x x 6 20 FAZ II 12/120 HBS C1/C M 12 x x 6 20 FAZ II 16/160 HBS C1/C M 16 x x 6 10 FAZ II 16/200 HBS M 16 x x ) Only with standard embedment Sales unit

11 Range. Bolt anchor FAZ II K / FAZ II K GS (short version) Steel, zincplated stainless steel Approval Nominal drill diameter drill hole for pushthrough Anchor length Reduced embedment with respective usable length Thread d o h 2 l h ef, red. t fix dia. x length Washer (outer diameter x thickness) Sales unit Art. no. Art. no. ETA Article description gvz A4 Seismic C1/C2 1) [mm] [mm] [mm] [mm] [mm] [mm] [mm] [pcs] FAZ II 8/5 K 2) M 8 x x FAZ II 10/10 K C1/C M 10 x x FAZ II 10/20 K C1/C M 10 x x FAZ II 10/20 K C1/C M 10 x x FAZ II 12/10 K C1/C M 12 x x FAZ II 12/20 K C1/C M 12 x x FAZ II 10/10 K GS C1/C M 10 x x FAZ II 12/10 K GS C1/C M 12 x x ) Only with standard embedment 2) Available from October 2016

12 Loads. Bolt anchor FAZ II Highest permissible loads for a single anchor1) in concrete C20/25 4) For the design the complete assessment ETA - 05/0069 has to be considered. Type reduced standard member thickness torque Cracked concrete Non-cracked concrete h ef,red 6) h ef,sta 6) h min T inst N perm 2) N perm 2) [mm] [mm] [mm] [Nm] [kn] [kn] [mm] [mm] [kn] [kn] [mm] [mm] FAZ II ,4 3, ,0 5, ,6 6, ,3 6, FAZ II ,3 8, ,1 11, ,7 11, ,6 11, FAZ II ,1 13, ,5 16, ,5 16, ,9 16, FAZ II ,0 20, ,6 29, ,4 31, ,8 31, FAZ II ,1 40, ,0 40, FAZ II ,0 49, ,6 49, ) The partial safety factors for material resistance as regulated in the assessment as well as a partial safety factor for load actions of γ L = 1,4 are considered. As an single anchor counts e.g. an anchor with a s 3 x h ef and an c 1,5 x h ef. Accurate data see assessment. 2) Minimum possible axial s resp. while reducing the permissible load for the minimum member thickness (h min 2 x h ef ). The combination of the given and is not possible. One of them has to be increased according assessment. 3) For combinations of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see assessment. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 5) According assessment the minimum member thickness (h min 2 x h ef) can be reduced under specific conditions. 6) The s smaller than 40 mm are only allowed for multiple use for non-structural applications. 10) The given loads refer to the European Technical Assessment ETA-05/0069, issue date Design of the loads according Design method ETAG 001, Annex C, Method A (for static resp. quasi-static loads). 12) Drill method Hammer drilling. For further allowable application conditions see assessment. Bolt anchor FAZ II A4 Highest permissible loads for a single anchor 1) in concrete C20/25 4) For the design the complete approval ETA - 05/0069 has to be considered. Type reduced standard member thickness torque Cracked concrete Non-cracked concrete h ef,red 6) h ef,sta 6) h min T inst N perm 2 ) c min 2) N perm 2) [mm] [mm] [mm] [Nm] [kn] [kn] [mm] [mm] [kn] [kn] [mm] [mm] FAZ II 8 A ,4 3, ,0 5, ,6 10, ,3 10, FAZ II 10 A ,3 8, ,1 12, ,7 13, ,6 13, FAZ II 12 A ,1 13, ,5 19, ,5 20, ,9 20, FAZ II 16 A ,0 20, ,6 29, ,4 37, ,8 40, FAZ II 20 A ,1 48, ,0 53, FAZ II 24 A ,0 67, ,6 79, ) The partial safety factors for material resistance as regulated in the assessment as well as a partial safety factor for load actions of γ L = 1,4 are considered. As an single anchor counts e.g. an anchor with a s 3 x h ef and an c 1,5 x h ef. Accurate data see assessment. 2) Minimum possible axial s resp. while reducing the permissible load for the minimum member thickness (h min 2 x h ef ). The combination of the given and is not possible. One of them has to be increased according assessment. 3) For combinations of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see assessment. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 5) According assessment the minimum member thickness (h min 2 x h ef ) can be reduced under specific conditions. 6) The s smaller than 40 mm are only allowed for multiple use for non-structural applications. 10) The given loads refer to the European Technical Assessment ETA-05/0069, issue date Design of the loads according Design method ETAG 001, Annex C, Method A (for static resp. quasi-static loads). 12) Drill method Hammer drilling. For further allowable application conditions see assessment.

13 Loads. Bolt anchor FAZ II C Highest permissible loads for a single anchor1) in concrete C20/25 4) For the design the complete assessment ETA - 05/0069 has to be considered. Type reduced standard member thickness torque Cracked Concrete uncracked Concrete h ef,red 6) h ef,sta 6) h min T inst N perm 2) N perm 2) [mm] [mm] [mm] [Nm] [kn] [kn] [mm] [mm] [kn] [kn] [mm] [mm] FAZ II 8 C ,4 3, ,0 5, ,6 10, ,3 10, FAZ II 10 C ,3 8, ,1 12, ,7 13, ,6 13, FAZ II 12 C ,1 13, ,5 19, ,5 20, ,9 20, FAZ II 16 C ,0 20, ,6 29, ,4 37, ,8 40, FAZ II 20 C ,1 48, ,0 53, FAZ II 24 C ,0 67, ,6 79, ) The partial safety factors for material resistance as regulated in the assessment as well as a partial safety factor for load actions of γ L = 1,4 are considered. As an single anchor counts e.g. an anchor with a s 3 x h ef and an c 1,5 x h ef. Accurate data see assessment. 2) Minimum possible axial s resp. while reducing the permissible load for the minimum member thickness (h min 2 x h ef ). The combination of the given and is not possible. One of them has to be increased according assessment. 3) For combinations of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see assessment. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 5) According assessment the minimum member thickness (h min 2 x h ef ) can be reduced under specific conditions. 6) The s smaller than 40 mm are only allowed for multiple use for non-structural applications. 10) The given loads refer to the European Technical Assessment ETA-05/0069, issue date Design of the loads according Design method ETAG 001, Annex C, Method A (for static resp. quasi-static loads). 12) Drill method Hammer drilling. For further allowable application conditions see assessment. Bolt anchor FAZ II GS / FAZ II HBS Highest permissible loads for a single anchor 1) in normal concrete C20/25 4) For the design the complete assessment ETA-05/0069 has to be considered. Type FAZ II 8 GS FAZ II 10 GS FAZ II 12 GS FAZ II 12 HBS FAZ II 16 GS FAZ II 16 HBS reduced standard member thickness torque permissible tensile load Cracked concrete permissible shear load permissible tensile load Non-cracked concrete permissible shear load h ef,red 6) h ef,sta 6) h min T inst N perm 2) N perm 2) [mm] [mm] [mm] [Nm] [kn] [kn] [mm] [mm] [kn] [kn] [mm] [mm] ,4 3, ,0 5, ,6 6, ,3 6, ,3 8, ,1 11, ,7 11, ,6 11, ,1 13, ,5 16, ,5 16, ,9 16, ,0 20, ,6 29, ,4 31, ,8 31, ) The partial safety factors for material resistance as regulated in the assessment as well as a partial safety factor for load actions of γ L = 1,4 are considered. As an single anchor counts e.g. an anchor with a s 3 x h ef and an c 1,5 x h ef. Accurate data see assessment. 2) Minimum possible axial s resp. while reducing the permissible load for the minimum member thickness (h min 2 x h ef ). The combination of the given and is not possible. One of them has to be increased according assessment. 3) For combinations of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see assessment. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 5) According assessment the minimum member thickness (h min 2 x h ef ) can be reduced under specific conditions. 6) The s smaller than 40 mm are only allowed for multiple use for non-structural applications. 10) The given loads refer to the European Technical Assessment ETA-05/0069, issue date Design of the loads according Design method ETAG 001, Annex C, Method A (for static resp. quasi-static loads). 12) Drill method Hammer drilling. For further allowable application conditions see assessment.

14 Loads. Bolt anchor FAZ II GS A4 Highest permissible loads for a single anchor1) in normal concrete C20/25 4) For the design the complete assessment ETA-05/0069 has to be considered. Type FAZ II 8 GS A4 FAZ II 10 GS A4 FAZ II 12 GS A4 FAZ II 16 GS A4 reduced standard member thickness torque Cracked concrete Non-cracked concrete h ef,red 6) h ef,sta 6) h min T inst N perm 2) N perm 2) [mm] [mm] [mm] [Nm] [kn] [kn] [mm] [mm] [kn] [kn] [mm] [mm] ,4 3, ,0 5, ,6 10, ,3 10, ,3 8, ,1 12, ,7 13, ,6 13, ,1 13, ,5 19, ,5 20, ,9 20, ,0 20, ,6 29, ,4 37, ,8 40, ) The partial safety factors for material resistance as regulated in the assessment as well as a partial safety factor for load actions of γ L = 1,4 are considered. As an single anchor counts e.g. an anchor with a s 3 x h ef and an c 1,5 x h ef. Accurate data see assessment. 2) Minimum possible axial s resp. while reducing the permissible load for the minimum member thickness (h min 2 x h ef ). The combination of the given and is not possible. One of them has to be increased according assessment. 3) For combinations of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see assessment. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 5) According assessment the minimum member thickness (h min 2 x h ef ) can be reduced under specific conditions. 6) The s smaller than 40 mm are only allowed for multiple use for non-structural applications. 10) The given loads refer to the European Technical Assessment ETA-05/0069, issue date Design of the loads according Design method ETAG 001, Annex C, Method A (for static resp. quasi-static loads). 12) Drill method Hammer drilling. For further allowable application conditions see assessment.

15 Loads. Bolt anchor FAZ II K / FAZ II K GS Highest permissible loads for a single anchor1) in concrete C20/25 4) For the design the complete assessment ETA - 05/0069 has to be considered. Type reduced member thickness torque Cracked concrete Non-cracked concrete h ef,red 6) h min T inst N perm 2) N perm 2) [mm] [mm] [Nm] [kn] [kn] [mm] [mm] [kn] [kn] [mm] [mm] FAZ II 8 K ,4 3, ,0 5, FAZ II 10 K FAZ II 10 K GS ,3 8, ,1 11, FAZ II 12 K FAZ II 12 K GS ,1 13, ,5 16, ) The partial safety factors for material resistance as regulated in the assessment as well as a partial safety factor for load actions of γ L = 1,4 are considered. As an single anchor counts e.g. an anchor with a s 3 x h ef and an c 1,5 x h ef. Accurate data see assessment. 2) Minimum possible axial s resp. while reducing the permissible load for the minimum member thickness (h min 2 x h ef ). The combination of the given and is not possible. One of them has to be increased according assessment. 3) For combinations of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see assessment. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 5) According assessment the minimum member thickness (h min 2 x h ef ) can be reduced under specific conditions. 6) The s smaller than 40 mm are only allowed for multiple use for non-structural applications. 10) The given loads refer to the European Technical Assessment ETA-05/0069, issue date Design of the loads according Design method ETAG 001, Annex C, Method A (for static resp. quasi-static loads). 12) Drill method Hammer drilling. For further allowable application conditions see assessment. Bolt anchor FAZ II K A4 Highest permissible loads for a single anchor 1) in concrete C20/25 4) For the design the complete assessment ETA - 05/0069 has to be considered. Type reduced member thickness torque Cracked concrete Non-cracked concrete h ef,red 6) h min T inst N perm 2) N perm 2) [mm] [mm] [Nm] [kn] [kn] [mm] [mm] [kn] [kn] [mm] [mm] FAZ II 8 K A ,4 3, ,0 5, FAZ II 10 K A ,3 8, ,1 12, FAZ II 12 K A ,1 13, ,5 19, ) The partial safety factors for material resistance as regulated in the assessment as well as a partial safety factor for load actions of γ L = 1,4 are considered. As an single anchor counts e.g. an anchor with a s 3 x h ef and an c 1,5 x h ef. Accurate data see assessment. 2) Minimum possible axial s resp. while reducing the permissible load for the minimum member thickness (h min 2 x h ef ). The combination of the given and is not possible. One of them has to be increased according assessment. 3) For combinations of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see assessment. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 5) According assessment the minimum member thickness (h min 2 x h ef ) can be reduced under specific conditions. 6) The s smaller than 40 mm are only allowed for multiple use for non-structural applications. 10) The given loads refer to the European Technical Assessment ETA-05/0069, issue date Design of the loads according Design method ETAG 001, Annex C, Method A (for static resp. quasi-static loads). 12) Drill method Hammer drilling. For further allowable application conditions see assessment.

16 fischer FIXPERIENCE. The design and information software suite. INSTALL- FIX WOOD- FIX RAIL- FIX REBAR- FIX FIXPERIENCE C- FIX MORTAR- FIX 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 Our service to you. This is what fischer stands for. 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. FIXING SYSTEMS AUTOMOTIVE SYSTEMS FISCHERTECHNIK CONSULTING See the extensive main catalogue or visit our website at for information about the complete fischer range (4) 09/2016 V-MKS Printed in Germany We reserve the right to make technical modifications. fischerwerke GmbH & Co. KG Klaus-Fischer-Straße Waldachtal Germany Tel Fax info@fischer.de