fischer fixing-systems main-catalogue Page 300
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Aircrete anchor FPX-I · High performance steel anchors Loads Aircrete anchor FPX-I Permissible loads¹) and required component dimensions in cracked and non-cracked aerated concrete wall and slab plates. For the design the complete current assessment ETA-12/0456 has to be considered. Type FPX-I M6 , M8 , M10 , M12 hef [mm] 70 fAAC ≥ 3,3 N /mm² / ρm ≥ 0,50 kg/dm³ Fperm [kN] 0.62 fAAC ≥ 4,4 N /mm² / ρm ≥ 0,55 kg/dm³ Fperm [kN] 0.83 fAAC ≥ 3,3 N /mm² / ρm ≥ 0,50 kg/dm³ Fperm [kN] 0.83 fAAC ≥ 4,4 N /mm² / ρm ≥ 0,55 kg/dm³ Fperm [kN] 1.24 Effective anchorage depth Permissible load²) (Fperm) per anchor in cracked AAC-slabs Permissible load²) (Fperm) per anchor in uncracked AAC-slabs 4 Component dimensions Minimum member thickness with drill hole cleaning hmin [mm] 100 Minimum member thickness without drill hole cleaning hmin [mm] 120 Single anchor Minimum spacing a [mm] 600 Minimum edge distance c1 [mm] 125 / 150³) Minimum edge distance orthogonal to c1 c2 [mm] 190 shear and oblique tension only axial tension smin [mm] 100 100 Anchor groups4) with 2 or 4 ancors Actions Minimum spacing between anchor group and 2 single anchors Minimum edge distance c1 [mm] 250 125 / 150³) Minimum spacing a [mm] 750 600 Minimum edge distance orthogonal to c1 c2 [mm] 375 190 ¹) Permissible loads of a single anchor for all load directions. The required partial safety factors for material resistance as well as a partial safety factor for load actions of γL = 1.4 are considered. ²) Grade of the screw resp. threaded rod ≥ 4.8. ³) In case of reinforced plates with a width ≤ 700 mm. 4) Fperm,group = 2 x Fperm,single anchor valid in case of anchor groups with 2 or 4 anchors. Accurate deta see ETA. c1 a c2 ≥ 1,5 x c1 c1 a smin smin c1 a 300
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