fischer fixing-systems main-catalogue Strana 280
Nabídka komerčních zákazníků **Nejlépe prodávané z Fischer
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Bolt anchor FWA · High performance steel anchors Loads Wedge Anchor FWA Recommended loads of a single anchor¹) in normal concrete of strength class C20/25. Non-cracked concrete Material / surface³) FWA 8 4 FWA 10 FWA 12 FWA 16 FWA 20 FWA 24 Minimum member thickness Drill hole diameter Drill hole diameter in fixture²) Installation torque Recommended tension (Nrec), shear loads (Vrec), minimum spacing (smin) and edge distances (cmin) hef ≥ hmin d0 df Tinst Nrec³) Vrec³) smin³) cmin³) [mm] [mm] [mm] [mm] [Nm] [kN] [kN] [mm] [mm] gvz 25 100 6 8 4 1.3 1.3 80 40 gvz 30 100 6 8 4 2.1 1.7 100 50 gvz / shrd 25 100 8 10 10 1.4 1.4 80 40 gvz / shrd 35 100 8 10 10 2.8 2.8 90 45 gvz / shrd 25 100 10 13 25 1.8 1.8 90 45 gvz / shrd 35 100 10 13 25 2.8 2.8 120 60 gvz / shrd 45 100 10 13 25 3.8 3.8 150 75 gvz / shrd 35 100 12 15 40 3.2 3.2 120 60 gvz / shrd 45 100 12 15 40 4.4 4.4 150 75 gvz / shrd 55 110 12 15 40 5.8 5.8 180 90 shrd 45 100 16 19 100 4.4 4.4 150 75 gvz 50 100 16 19 100 4.4 4.4 150 75 shrd 60 120 16 19 100 6.2 6.2 200 100 gvz 65 130 16 19 100 6.2 6.2 200 100 shrd 75 150 16 19 100 8.5 8.5 240 120 gvz 80 160 16 19 100 8.5 8.5 240 120 shrd 70 150 20 23 200 8.0 - 210 105 gvz / shrd 75 150 20 23 200 9.7 9.7 240 120 gvz / shrd 95 190 20 23 200 13.5 13.5 300 150 gvz 95 190 24 28 260 15.0 - 300 150 gvz 120 240 24 28 260 16.0 - 360 180 Type FWA 6 Effective anchorage depth ¹) The partial safety factors for material resistance as well as a partial safety factor for load actions of γL = 1.4 are considered. As a single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1.5 x hef. ²) For push-throught installation. ³) As recommended loades are given in the table, combinations of tensile and shear loads, bending moments and reduced edge and axial spacings (anchor groups) can not be carried out. Loads Wedge Anchor FWA Recommended loads of a single anchor¹) in normal concrete of strength class 3000 Psi. Non-cracked concrete Material / surface³) Effective anchorage depth Minimum member thickness Drill hole diameter Drill hole diameter in fixture²) Installation torque Recommended tension (Nrec), shear loads (Vrec), minimum spacing (smin) and edge distances (cmin) hef ≥ hmin d0 df Tinst Nrec³) Vrec³) smin³) cmin³) [in] [in] [in] [in] [lbf-ft] [lb] [lb] [in] [in] gvz 1 4 1/4 3/8 3 202 - 3 1 1/2 gvz 1 1/8 4 1/4 3/8 3 540 315 3 1/2 1 3/4 FWA 5/16 gvz 1 1/4 4 5/16 7/16 7 719 427 3 3/4 1 7/8 FWA 3/8 gvz 1 1/8 4 3/8 1/2 19 472 - 3 1/2 1 3/4 gvz 1 5/16 4 3/8 1/2 19 944 562 4 2 gvz 1 3/8 4 1/2 5/8 30 764 - 4 1/8 2 1/8 gvz 1 7/8 4 1/2 5/8 30 1461 854 5 3/4 2 7/8 gvz 2 4 5/8 7/8 74 1124 - 6 3 1/8 gvz 2 3/8 4 3/4 5/8 7/8 74 2158 1281 7 1/8 3 5/8 gvz 2 1/2 5 3/4 1 148 2428 - 7 5/8 3 7/8 gvz 2 3/4 5 1/2 3/4 1 148 3147 1866 8 1/4 4 1/8 gvz 3 3/4 7 1/2 1 1 1/4 192 4406 - 11 1/4 5 5/8 gvz 3 7/8 7 3/4 1 1 1/4 192 4676 - 11 5/8 5 7/8 Type FWA 1/4 FWA 1/2 FWA 5/8 FWA 3/4 FWA 1" ¹) The partial safety factors for material resistance as well as a partial safety factor for load actions of γL = 1.4 are considered. As a single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1.5 x hef. ²) For push-throught installation. ³) As recommended loades are given in the table, combinations of tensile and shear loads, bending moments and reduced edge and axial spacings (anchor groups) can not be carried out. 280
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