fischer Installation Systems Main Catalog Page 458
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Frame fixing SXRL Plugs and anchors ■ Loads Frame fixing SXRL Permissible loads1)2)3) of a single anchor as part of a multiple fixing of non-structural systems. For the design the complete assessment ETA-07/0121 of 20.12.2022 has to be considered. Type SXRL 8 SXRL 10 SXRL 14 Drill hole diameter d0 [mm] 8 8 8 10 10 10 14 14 Anchorage depth hnom ≥ [mm] 50 70 90 50 70 90 70 90 3.37 Anchorage in concrete ≥ C12/15 [kN] 1.59 1.98 1.98 1.98 2.58 2.58 3.37 zinc coated screw (gvz) [kN] 4.23 4.23 4.23 5.98 5.98 5.98 12.40 12.40 stainless steel screw (R) [kN] 3.93 3.93 3.93 5.98 5.98 5.98 11.63 11.63 Permissible tensile load Nperm Permissible shear load Vperm Minimum member thickness hmin [mm] 80 100 120 100 100 120 110 130 Characteristic edge distance ccr,N [mm] 85 85 85 140 140 140 140 140 Characteristic spacing a resp. scr,N [mm] 90 105 105 120 120 120 135 135 Minimum spacing smin [mm] 85 85 85 70 70 70 85 85 with an edge distance c≥ [mm] 85 85 85 140 140 140 140 140 Minimum edge distance cmin [mm] 85 85 85 70 70 70 85 85 with a spacing s≥ [mm] 85 85 85 175 175 175 175 175 Permissible tensile load Nperm [kN] – – – 0.99 – – – – Permissible shear load Vperm [kN] – – – 5.98 – – – – 0.71 Anchorage in narrow concrete members (h ≥ 40 mm) made of concrete ≥ C12/15 11 Anchorage in masonry4) Permisible load Fperm in solid brick Mz Permissible load Fperm in solid sand-lime brick KS Permissible load Fperm in solid sand-lime brick Vbl Permissible load5) Fperm in vertically perforated brick HLz ≥ NF 12/1.8 [kN] 0.43 0.57 0.57 0.576) 1.14 1.14 0.71 ≥ NF 28/1.8 [kN] 0.86 1.29 1.29 1.296) 1.436) 1.436) 1.57 1.57 ≥ NF 12/1.8 [kN] 0.346) 0.266) 0.266) – 0.71 0.71 0.57 0.57 ≥ NF 28/1.8 [kN] 0.57 0.57 0.57 – 1.57 1.57 1.29 1.29 ≥ 8 DF 2/1.6 [kN] 0.176) 0.266) 0.266) 0.266) 0.576) 0.576) 0.436) 0.436) 6) 0.86 0.86 0.86 2.14 2.14 1.00 1.006) ≥ 8 DF 8/1.6 [kN] 0.71 ≥ 2 DF 12/1.2 [kN] 0.176) 0.176) 0.17 – 0.266) – 0.716)7) 0.716)7) ≥ 2 DF 28/1.2 [kN] 0.346) 0.346) 0.43 – 0.576) – – – 6) 6) 6) 6) 6) 6) Permissible load Fperm in perforated sand-lime brick KSL ≥ 2 DF 12/1.6 [kN] 0.26 0.43 0.346) – 0.716) 0.71 0.57 0.71 Permissible load5) Fperm in hollow lightweight concrete blocks Hbl ≥ 2/0.8 [kN] 0.346) 0.346) 0.346) 0.346) 0.436) – 0.576) 0.436) Permissible load5) Fperm in ceilings made of vertically perforated bricks ≥ 8/0.7 [kN] – – – – 0.576) – – – Minimum member thickness hmin [mm] 115 115 115 110 110 110 115 115 Minimum spacing (single anchor) amin [mm] 250 250 250 250 250 250 250 250 Minimum spacing (anchor group) smin [mm] 100 100 100 100 100 100 100 100 Minimum edge distance (anchor group) cmin [mm] 100 100 100 100 100 100 100 100 Anchorage in aerated concrete4) Permissible load Fperm AAC ≥ 2 N/mm2 [kN] – 0.14 0.21 – 0.18 0.218) 0.32 0.43 in aerated concrete AAC ≥ 6 N/mm2 [kN] – 0.54 0.71 – 0.89 1.108) 1.43 1.79 Permissible load Fperm AAC ≥ 2 N/mm2 [kN] – – – – 0.189) 0.189) – – in reinforced aerated concrete AAC ≥ 6 N/mm [kN] – – – – 1.07 1.25 – – 2 10) 10) Minimum member thickness hmin [mm] – 175 175 – 100 120 175 175 Minimum spacing (single anchor) amin [mm] – 250 250 – 250 250 250 250 Minimum spacing (anchor group) smin [mm] – 80/11011) 80/11011) – 100/12011) 100/12011) 80 100 Minimum edge distance (anchor group) cmin [mm] – 90/11011) 90/11011) – 120 120 120 120 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 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 ETA have to be taken. The required partial safety factors for material resistance 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 a according to annexes of the ETA. Valid for temperatures in the substrate up to +50 °C (resp. short term up to +80 °C). For long term temperatures up to +30 °C higher permissible loads may be possible. Valid for tensile load, shear load and oblique load under any angle. For bending moments and non-visible or non-mortared masonry joints, the design specifications of the ETA must be observed. Masonry properties in min. compressive strength [N/mm2] and density [kg/dm3] e.g. for Mz as 12/1.8. The corresponding average stone compressive strengths according to EN 771 and other masonry variants and geometries can be found in the ETA. Rotary drilling. Only for axial distance s ≥ 250 mm. Valid for HLz ≥ 3 DF 12/1.0. Only for axial distance s1,min ≥ 240 mm and s2,min ≥ 250 mm. Valid for member thickness hmin ≥ 175 mm. Minimum spacing and edge distances see ETA. Valid for member thickness hmin ≥ 240 mm. Minimum spacing and edge distances see ETA. Valid for AAC with compression strength ≥ 6 N/mm². 458
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