fischer fixing-systems main-catalogue Page 319
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Frame fixing FUR · Frame fixings / Stand-off installation Accessories Washer U U External-Ø Hole-Ø Thickness d D S Item No. [mm] [mm] [mm] 010026 21 11.5 1.5 Matching anchor type Sales unit [pcs] Item U 11,5 x 21 x 1,5 DIN 522 A2 SXR 10, SXRL 10, FUR 10 500 Loads 5 Frame fixing FUR 10 Permissible loads¹)²)³) of a single anchor as part of a multiple fixing of non-structural systems. For the design the complete current assessment ETA-13/0235 has to be considered. Type FUR 10 Anchor diameter [mm] 10 hnom [mm] 10 [kN] 1.79 Permissible shear load Vperm zinc coated screws (gvz) [kN] 5.37 stainless steel screw (R) [kN] 4.98 Minimum member thickness hmin [mm] 110 Characteristic edge distance ccr,N [mm] 140 Anchorage depth Anchorage in concrete ≥ C12/15 Permissible tensile load Nperm Characteristic spacing a resp. scr,N [mm] 90 Minimum spacing smin [mm] 70 with an edge distance c≥ [mm] 140 Minimum edge distance cmin [mm] 70 with a spacing s≥ [mm] 210 ≥ Mz 10, NF; ρ ≥ 1.8 kg/dm³ [kN] 0.71 ≥ Mz 12, NF; ρ ≥ 1.8 kg/dm³ [kN] 0.86 Permissible load4) Fperm in solid sand-lime brick ≥ KS 10, NF; ρ ≥ 1.8 kg/dm³ [kN] 0.57 ≥ KS 20, NF; ρ ≥ 1.8 kg/dm³ [kN] 0.71 Permissible load4) Fperm in lightweight concrete block ≥ Vbl 6; ρ ≥ 1.6 kg/dm³ [kN] 0.57 ≥ Vbl 8; ρ ≥ 1.6 kg/dm³ [kN] 0.86 Permissible load4)5) Fperm in vertically perforated brick, Form B (e.g. Poroton) ≥ HLz 12; ρ ≥ 1.4 kg/dm³ [kN] 0.37 ≥ HLz 20; ρ ≥ 1.4 kg/dm³ [kN] 0.57 Permissible load4) Fperm in perforated sand-lime brick ≥ KSL 12, 2 DF; ρ ≥ 1.6 kg/dm³ [kN] 0.57 Anchorage in masonry Permissible load4) Fperm in solid brick Minimum member thickness ≥ KSL 16, 2 DF; ρ ≥ 1.6 kg/dm³ [kN] 0.71 hmin [mm] 110 Minimum spacing (single anchor) amin [mm] 250 Minimum spacing (anchor group) smin [mm] 100 Minimum edge distance cmin [mm] 100 ¹) Valid for zinc coated screws (gvz) and for screws made of stainless steel (R). For exterior use of the zinc coated screws measures against incoming humidity according to assassment have to be taken. ²) The partial safety factors for material resistance as regulated in the assessment as well as a partial safety factor for load actions γL = 1.4 are considered. As a single anchor counts e.g. an anchor with a minimum spacing according to assessment. ³) Valid for temperatures in the substrate up to +50 °C (resp. short term up to +80 °C). 4) Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile loads, shear loads and bending moments see assessment. 5) Rotary drilling. 319
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