fischer fixing-systems main-catalogue Page 309
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Frame fixing SXRL · Frame fixings / Stand-off installation 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 current assessment ETA-07/0121 has to be considered. Type SXRL 8 Anchor diameter SXRL 10 SXRL 14 [mm] 8 8 8 10 10 10 14 14 hnom [mm] 50 70 90 50 70 90 70 90 [kN] 1.59 1.98 1.98 2.18 2.58 2.58 3.37 3.37 Permissible shear load Vperm zinc coated screws (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 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 Anchorage depth Anchorage in concrete ≥ C12/15 Permissible tensile load Nperm 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 85 140 with an edge distance c≥ [mm] 85 85 85 140 140 140 140 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 – – – – Permissible tensile load Nperm [kN] – – – 1.39 – – – – Permissible shear load Vperm [kN] – – – 5.98 – – – – 5 Anchorage in narrow concrete members (h ≥ 40 mm) made of concrete ≥ C12/15, e.g. weather shells of triple-skin outer wall panels Anchorage in pre-stressed hollow-core concrete slabs (mirror thickness db ≥ 30 mm) made of concrete ≥ C45/55 Anchorage in masonry Permissible load4) Fperm in ≥ Mz 12/1.8; ≥ NF [kN] 0.57 0.71 0.71 0.57 1.14 – 0.86 0.86 solid brick ≥ Mz 20/1.8; ≥ NF [kN] 0.86 1.14 1.14 1.00 1.14 – 1.14 1.14 Permissible load4) Fperm in ≥ KS 10/1.8; ≥ NF [kN] 0.57 0.57 0.57 – 0.71 – 0.86 0.86 solid sand-lime brick ≥ KS 20/1.8; ≥ NF [kN] 0.71 0.86 0.86 – 1.00 – 1.29 1.29 Permissible load4) Fperm in ≥ Vbl 2; ρ ≥ 1.2 kg/dm³ [kN] 0.11 0.26 0.26 0.11 0.11 – 0.26 0.26 lightweight concrete block ≥ Vbl 6; ρ ≥ 1.6 kg/dm³ [kN] 0.34 0.57 0.57 0.57 1.29 – 0.57 0.57 Permissible load4)5) Fperm in ≥ HLz 10; ρ ≥ 1.2 kg/dm³ [kN] 0.17 0.17 0.17 – – – – – vertically perforated brick ≥ HLz 12; ρ ≥ 1.0 kg/dm³ [kN] – – – – 0.21 – 0.57 0.71 Permissible load4) Fperm in ≥ KSL 12; ρ ≥ 1.4 kg/dm³ [kN] 0.34 0.43 0.43 – 0.71 – 0.43 0.71 ≥ Hbl 2; ρ ≥ 0.7 kg/dm³ [kN] 0.43 0.57 0.43 0.57 0.71 – 0.34 0.21 fb ≥ 10 N/mm²; ρ ≥ 0.7 kg/dm³ [kN] – – – – 0.57 – – – 115 perforated sand-lime brick Permissible load4)5) Fperm in hollow lightweight concrete blocks Permissible load4)5) Fperm in ceilings made of vertically perforated bricks Minimum member thickness hmin [mm] 115 115 115 110 110 110 115 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 concrete Permissible load4) Fzul in aerated concrete AAC ≥ 2 N/mm² [kN] – 0.14 0.21 – 0.18 0.21 0.32 0.43 AAC ≥ 4 N/mm² [kN] – 0.32 0.43 – 0.43 0.54 0.89 1.07 1.79 AAC ≥ 6 N/mm² [kN] – 0.54 0.71 – 0.71 0.89 1.43 Minimum member thickness hmin [mm] – 175 175 – 100 120 1756)/3007) 1756)/3007) Minimum spacing (single anchor) amin [mm] – 250 250 – 250 250 250 250 Minimum spacing (anchor group) smin [mm] – 806)/1108) 806)/1108) – 1006)/1208) 1006)/1208) 80 1006)/1257) Minimum edge distance (anchor group) cmin [mm] – 906)/1108) 906)/1108) – 120 120 120 1206)/1507) 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 assessment have to be taken. ²) 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 Annex B 4 of the assessment. ³) 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. 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. 6) Only valid for AAC with compression strength ≥ 2 to < 4 N/mm². 7) Only valid for AAC with compression strength ≥ 4 N/mm². 8) Only valid for AAC with compression strength ≥ 6 N/mm². 309
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