fischer Installation Systems Main Catalog Pagina 399
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Bolt anchor FAZ II Plus Plugs and anchors ■ Loads Bolt anchor FAZ II Plus dynamic Design values for cyclic fatigue loading1) of a single anchor in cracked or non-cracked normal concrete of strength class C20/252). For the design the complete current assessment ETA-20/0897 of 22.05.2023 has to be considered. Cracked concrete Material/ surface Type FAZ II Plus 16 FAZ II Plus 20 FAZ II Plus 24 1) 2) 3) Effective anchorage depth Minimum member thickness Installation torque Non-cracked concrete Design values of tension (∆NEd,max ) and shear loads (∆VEd,max ); Design values of tension (∆NEd,max ) and shear loads (∆VEd,max ); minimum spacing (smin ) and edge distances (cmin ) minimum spacing (smin ) and edge distances (cmin ) with reduced loads with reduced loads hef hmin Tinst ∆NEd,max3) ∆VEd,max3) smin3) cmin3) ∆NEd,max3) ∆VEd,max3) smin3) cmin3) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] gvz 65 140 110 6.0 4.7 65 65 6.4 4.7 65 65 gvz 85 140 110 6.4 4.7 65 65 6.4 4.7 65 65 gvz 160 240 110 6.4 4.7 65 65 6.4 4.7 65 65 R 65 140 110 3.1 6.0 65 65 3.1 6.0 65 65 R 85 140 110 3.1 6.0 65 65 3.1 6.0 65 65 R 160 240 110 3.1 6.0 65 65 3.1 6.0 65 65 gvz 100 160 200 8.8 6.1 95 85 8.8 6.1 95 95 gvz 180 270 200 8.8 6.1 95 85 8.8 6.1 95 95 R 100 160 200 4.7 9.4 95 85 4.7 9.4 95 95 R 180 270 200 4.7 9.4 95 85 4.7 9.4 95 95 gvz 125 200 270 14.7 9.5 100 100 14.7 9.5 100 135 R 125 200 270 6.9 13.6 100 100 6.9 13.6 100 135 11 The design values of the cyclic fatigue loading apply for load cycles > 108 in accordance with design method I acc. to TR061 – for unknown static lower load. If the static lower load is known and / or for lower number of load cycles higher load values are possible. The partial safety factors as regulated in the design standard are considered. As a single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef . Drill hole cleaning acc. to assessment. For higher concrete strength classes up to C50/60 higher permissible loads may be possible. - see assessment. The concrete is assumed to be standard-reinforced. In the case of combinations of tensile loads and shear loads, with reduced or minimum spacing and edge distances (anchor groups) the design must be carried out in accordance with the provisions of the complete assessment. 399
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