HSA stud anchorIsssue 2005a 92 Features:- high loading capacity - force-controlled expansion - long thread - head marking for identification after setting - firestop assessment - pre-assembled with nut and washer time saving - cold formed Material: HSA: - carbon steel, zinc plated to min. 5 m HSA-R: - stainless steel, A4 grade; 1.4401 HSA-F: - carbon steel, hot dipped galvanised to min.35 m (M6-M16) and to min. 45m (M20) HSA / HSA-R / HSA-F A4 316Concrete Small edge distance / spacing Fire resistance Hilti Anchor programme Corrosion resistance Basic loading data (for a single anchor): HSA All data on this page applies to For detailed design method, see pages 97 102. concrete: as specified in the table no edge distance and spacing influence correct setting (See setting operations page 96) steel failure non-cracked concrete Mean ultimate resistance, Ru,m kN: concrete C20/25 Anchor size M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20 Standard anchorage depth Reduced anchorage depth Tensile, NRu,m12.5 20.1 20.6 39.7 62.5 100.1 9.2 12.8 18.3 19.8 38.3 44.4 Shear, VRu,m8.4 15.5 22.4 35.1 63.3 84.2 10.6 16.7 23.4 35.1 62.6 84.2 Characteristic resistance, Rk kN: concrete C20/25 Anchor size M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20 Standard anchorage depth Reduced anchorage depth Tensile, NRk6.0 12.0 16.0 25.0 38.9 52.6 5.0 9.0 12.0 17.9 25.8 34.7 Shear, VRk5.5 9.5 16.0 23.2 39.3 61.3 5.5 9.5 16.0 23.2 39.3 61.3 Following values according to the Concrete Capacity Method Design resistance, Rd kN: concrete, fck,cube = 25 N/mm2Anchor size M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20 Standard anchorage depth Reduced anchorage depth Tensile, NRd3.3 8.0 10.7 16.7 25.9 35.1 2.8 6.0 8.0 11.9 17.2 23.1 Shear, VRd4.0 6.2 9.9 14.3 26.7 41.7 4.0 6.2 9.9 14.3 26.7 41.7 Recommended load, Lrec kN: concrete, fck,cube = 25 N/mm2Anchor size M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20 Standard anchorage depth Reduced anchorage depth Tensile, NRec2.4 5.7 7.6 11.9 18.5 25.1 2.0 4.3 5.7 8.5 12.3 16.5 Shear, VRec2.9 4.4 7.1 10.2 19.1 29.8 2.9 4.4 7.1 10.2 19.1 29.8 HSA stud anchor 93 Issue 2005a Basic loading data (for a single anchor): HSA-R All data on this section applies to For detailed design method, see pages 97 - 102. concrete: as specified in the table no edge distance and spacing influence correct setting (See setting operations page 96) steel failure non-cracked concrete Mean ultimate resistance, Ru,m kN: concrete C20/25 Anchor size M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20 Standard anchorage depth Reduced anchorage depth Tensile, NRu,m11.2 17.2 20.1 33.6 52.3 69.0 9.2 12.8 18.3 19.8 30.0 43.0 Shear, VRu,m8.7 20.0 24.0 35.4 62.2 97.0 9.5 14.3 24.6 27.5 62.2 97.0 Characteristic resistance, Rk kN: concrete C20/25 Anchor size M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20 Standard anchorage depth Reduced anchorage depth Tensile, NRk6.0 12.0 12.0 25.0 38.7 44.1 7.1 7.5 12.0 21.4 23.0 33.0 Shear, VRk6.0 11.0 17.0 25.0 51.8 80.9 6.0 11.0 17.0 25.0 51.8 80.9 Following values according to the Concrete Capacity Method Design resistance, Rd kN: concrete, fck,cube = 25 N/mm2Anchor size M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20 Standard anchorage depth Reduced anchorage depth Tensile, NRd3.3 6.7 6.7 11.9 21.5 24.5 1.9 4.2 5.7 11.9 12.8 18.5 Shear, VRd4.0 7.3 11.3 16.7 31.4 49.0 4.0 7.3 11.3 16.7 31.4 49.0 Recommended load, Lrec kN: concrete fck,cube = 25 N/mm2Anchor size M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20 Standard anchorage depth Reduced anchorage depth Tensile, Nrec2.4 4.8 4.8 8.5 15.4 17.5 1.4 3.0 4.1 8.5 9.1 13.2 Shear, Vrec2.9 5.2 8.1 11.9 22.4 35.0 2.8 5.2 8.1 11.9 22.4 35.0 HSA stud anchorIsssue 2005a 94 Basic loading data (for a single anchor): HSA-F All data on this page applies to For detailed design method, see pages 97 - 102. concrete: as specified in the table no edge distance and spacing influence correct setting (See setting operations page 96) steel failure non-cracked concrete Mean ultimate resistance, Ru,m kN: concrete C20/25 Anchor size M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20 Standard anchorage depth Reduced anchorage depth Tensile, NRu,m11.1 18.3 25.3 38.3 45.6 64.4 10.4 14.2 20.8 26.8 39.8 54.1 Shear, VRu,m8.4 15.5 22.4 35.1 63.3 84.2 10.6 16.7 23.4 35.1 62.6 84.2 Characteristic resistance, Rk kN: concrete C20/25 Anchor size M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20 Standard anchorage depth Reduced anchorage depth Tensile, NRk6.0 12.0 16.0 25.0 38.9 52.6 5.0 9.0 12.0 17.9 25.8 34.7 Shear, VRk5.5 9.5 16.0 23.2 39.3 61.3 5.5 9.5 16.0 23.2 39.3 61.3 Following values according to the Concrete Capacity Method Design resistance, Rd kN: concrete, fck,cube = 25 N/mm2Anchor size M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20 Sta