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Aircrete anchor FPX-I · High performance steel anchors Loads Aircrete anchor FPX-I Permissible loads¹) and required component dimensions in aerated concrete masonry. For the design the complete current assessment ETA-12/0456 has to be considered. Type Effective anchorage depth FPX-I M6 , M8 , M10 , M12 hef [mm] 70 0.32 Permissible load²) (Fperm) per anchor fAAC ≥ 1,6 N /mm² / ρm ≥ 0,25 kg/dm³ Fperm [kN] fAAC ≥ 2,0 N /mm² / ρm ≥ 0,35 kg/dm³ Fperm [kN] 0.43 fAAC ≥ 4,0 N /mm² / ρm ≥ 0,50 kg/dm³ Fperm [kN] 0.89 fAAC ≥ 6,0 N /mm² / ρm≥ 0,65 kg/dm³ Fperm [kN] 1.43 Minimum member thickness with drill hole cleaning hmin [mm] 100 Minimum member thickness without drill hole cleaning hmin [mm] 120 Component dimensions 4 Single anchor Minimum spacing a [mm] 375 Minimum edge distance c1 [mm] 125 Minimum distance to joints cF³) [mm] 754) / 125 Minimum edge distance orthogonal to c1 c2 [mm] 190 shear and oblique tension only axial tension smin [mm] 100 100 Anchor groups5) with 2 or 4 ancors Actions Minimum spacing between anchor group and 2 single anchors Minimum edge distance c1 [mm] 250 125 Minimum spacing a [mm] 750 375 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 non visible joints Fperm has to be divided in halve. Accurate data see ETA. 4) cF for tensile load and/or shear load parallel to the joint which is not filled with mortar with width ≤ 2 mm. 5) Fperm,group = 2 x Fperm,single anchor valid in case of anchor groups with 2 or 4 anchors. Accurate deta see ETA. a c1 c2 ≥ 1,5 x c1 c1 smin smin cF hmin 301
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