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W-fa/s, W-fa/f Fixing Anchors

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W-FA/S, W-FA/F FIXING ANCHORS 11.1 Individual fastening: Uncracked concrete W-FA/S, Galvanized steel with large washer W-FA/S, Galvanized steel W-FA/F, Hot galvanized steel W-FA/A4 Fixing Anchor, see 11.2 W-FA/HCR M6 Fixing Anchor, see 11.2 Proof of performance Approvals Test reports European Technical Approval Fire resistance Direct ēect of flames Option 7 for uncracked concrete Two anchoring depths: Machine Setting Tool for fixing anchors (W-FA / W-FAZ) M8 – M16 Art. No. 0904 908 016 For details, see separate product info 1. Areas of Application • Can be used for medium to heavy loads • Suitable for fastening: Metal structures, metal profiles, brackets, foot plates, supports, cable conduits, piping, wooden structures, beams, purlins, etc. • With European Technical Approval, the anchor may be used in reinforced or nonreinforced standard concrete of a strength class of at least C20/25 and at most C50/60 in accordance with EN 206-1:2000-12 • Can be used in < C20/25 concrete and pressure-resistant natural stone (without approval) • The anchor may only be used for anchoring under a predominantly static or quasi-static (e. g. facade, railing) load • Individual fastening: Anchoring with European Technical Approval in uncracked concrete (concrete pressure zone) • W-FA/S and W-FA/F may only be used under the conditions of dry inside rooms 2. Advantages • High load-bearing capacities, small axial and edge spacing • Time-saving pass-through mounting • Two anchoring depths ˈ Versatile in use for medium- and heavy-load applications • Can be loaded immediately – No wait times • Mounting reliability ensured through the application of the prescribed torques when anchoring 3. Properties • Force-controlled/torque-controlled spreading anchor made of electrogalvanized and hot galvanized steel in sizes M6, M8, M10, M12, M16 and M20 • Approvals: ETA-02/0001 for individual fastening Option 7, uncracked concrete, galvanized steel (M6 – M20) and hot galvanized (M8 – M20); Measured as per the "European Technical Approval Guideline (ETAG) of Metal Anchors for Use in Concrete", Appendix C, measuring procedure A • Fire resistance: W-FA/S (M6 – M20) F30, F60, F90 and F120 Fire load in accordance with DIN 4102-02: 1977-09 (Standard temperature-time curve) MWF - 04/11 - 04266 - © Setting instructions Drill hole Clean drilled hole Knock in anchor with mason's mallet or machine setting tool Set anchor in place Apply torque W-FA/S, W-FA/F FIXING ANCHORS 11.1 Performance data Perm. transverse load1) on a single anchor without edge infl uence on a single anchor without edge infl uenc Perm. centered tensile load1) Anchor diameter [in mm] Standard anchoring depth/ Reduced anchoring depth M6 M8 M10 M12 M16 M20 hef/hef,red [in mm] 40 30 44 35 48 42 65 50 82 64 100 78 Pressure zone (uncracked concrete C20/252), s • 3 hef, c • 1.5 hef) Nperm. [kN] = C20/252) 4.1 2.9 5.7 5.0 7.6 6.5 12.6 8.5 17.8 12.3 24 16.5 Pressure zone (uncracked concrete C20/252), c • 10 hef) Vperm. [kN] = C20/252) 2.9 2.9 6.3 5.0 8.0 6.5 14.3 8.5 23.6 23.6 37.1 33.1 Mperm. [Nm] F30 [in kN] F60 [in kN] F90 [in kN] F120 [in kN] 5.1 0.9 0.5 0.3 0.25 5.1 – – – – 13.1 1.4 0.8 0.5 0.4 13.1 – – – – 25.7 2.2 1.2 0.8 0.6 25.7 – – – – 44.6 3.2 1.8 1.2 0.9 44.6 – – – – 99.9 6.0 3.4 2.2 1.7 99.9 – – – – 195 10.0 5.25 3.6 2.75 195 – – – – 49 39 56 47 62 56 82 67 102 84 121 99 6 6.4 6 6.4 8 8.45 8 8.45 10 10.45 10 10.45 12 12.5 12 12.5 16 16.5 16 16.5 20 20.55 20 20.55 55 45 65 55 70 65 90 75 110 95 130 110 7 7 9 9 12 12 14 14 18 18 22 22 8 8 15 15 30 30 50 50 100 100 200 200 150 75 100 100 100 246 123 90 105 170 192 96 100 100 130 300 150 105 125 200 234 117 140 140 160 Permissible bending torque Fire resistance duration (W-FA/S) Characteristic values Setting depth Nom. drill dia. Drill cutting dia. Drill hole depth hnom/hnom,red [in mm] d 0 [in mm] dcut ” [in mm] h1/h1,red • [in mm] Through-hole in the component d f ” [in mm] being connected Torque while installing anchor Tinst = [Nm] (W-FA/S, galvanized steel) Individual attachment: Uncracked concrete, Option 7 (ETA-02/0001 – Galvanized steel and hot galvanized steel) Axial spacing Edge spacing Minimum axial spacing Minimum edge spacing Minimum component thickness scr,N [in mm] ccr,N [in mm] smin [in mm] c min [in mm] h min [in mm] 120 60 35 40 100 90 45 35 40 80 132 66 40 45 100 105 53 40 45 80 144 72 55 65 100 126 63 55 65 100 195 98 75 90 130 MWF - 04/11 - 04267 - © Please continue on next page Würth system components 1) 2) The part safety coe̅cients of the resistances regulated in the approval and a part safety coe̅cient of the ē ects of ƤF = 1.4 have been taken into account. For the combination of tensile and transverse loads, for edge influence and anchor groups, please refer to the Directive for European Technical Approval (ETAG) Appendix C. The concrete has normal reinforcement. Higher values are possible for higher concrete strengths. W-FA/S, W-FA/F FIXING ANCHORS 11.1 Individual fastening (M12 - M16): Uncracked concrete (ETA-02/0001) W-FA/S Fixing Anchor, galvanized steel (with large washer) Anchor dia. [in mm] Designation Fastening height t fix / t fix,red [in mm] Total length l [in mm] Effective anchoring depth hef/hef,red [in mm] Thread [dia. x length] Approval ETA Option 7 Art. No. P. Qty. 25 M12 W-FA/S M12-65-80/160 65 / 80 160 65 / 50 M12 x 100 ETA-02/0001 5932 112 160 M12 W-FA/S M12-85-100/180 85 / 100 180 65 / 50 M12 x 100 ETA-02/0001 5932 112 180 25 M12 W-FA/S M12-105-120/200 105 / 120 200 65 / 50 M12 x 100 ETA-02/0001 5932 112 200 25 M12 W-FA/S M12-125-140/220 125 / 140 220 65 / 50 M12 x 80 ETA-02/0001 5932 112 220 25 M12 W-FA/S M12-145-160/240 145 / 160 240 65 / 50 M12 x 80 ETA-02/0001 5932 112 240 20 20 M12 W-FA/S M12-160-175/255 160 / 175 255 65 / 50 M12 x 80 ETA-02/0001 5932 112 255 M12 W-FA/S M12-190-205/285 190 / 205 285 65 / 50 M12 x 80 ETA-02/0001 5932 112 285 20 M12 W-FA/S M12-230-245/325 230 / 245 325 65 / 50 M12 x 80 ETA-02/0001 5932 112 325 20 M12 W-FA/S M12-260-275/355 260 / 275 355 65 / 50 M12 x 80 ETA-02/0001 5932 112 355 10 M16 W-FA/S M16-100-118/220 100 / 118 220 82 / 64 M16 x 80 ETA-02/0001 5932 116 220 10 M16 W-FA/S M16-130-148/250 130 / 148 250 82 / 64 M16 x 80 ETA-02/0001 5932 116 250 10 M16 W-FA/S M16-165-183/285 165 / 183 285 82 / 64 M16 x 80 ETA-02/0001 5932 116 285 10 M16 W-FA/S M16-200-218/320 200 / 218 320 82 / 64 M16 x 80 ETA-02/0001 5932 116 320 10 Individual fastening (M6 - M20): Uncracked concrete (ETA-02/0001) W-FA/F Fixing Anchor, hot galvanized steel (• 40 —m) MWF - 04/11 - 10457 - © Anchor dia. [in mm] Designation Fastening height t fix / t fix,red [in mm] Total length l [in mm] Effective anchoring depth hef/hef,red [in mm] Thread [dia. x length] Approval ETA Option 7 Art. No. P. Qty. 100 M6 W-FA/F M6-5/40 40 – / 18 M6 x 16 – 5932 906 040 M8 W-FA/F M8-15-24/80 15 / 24 80 44 / 35 M8 x 45 ETA-02/0001 5932 908 080 100 M8 W-FA/F M8-30-39/95 30 / 39 95 44 / 35 M8 x 60 ETA-02/0001 5932 908 095 100 5 M8 W-FA/F M8-55-64/120 55 / 64 120 44 / 35 M8 x 85 ETA-02/0001 5932 908 120 100 M10 W-FA/F M10-15-21/90 15 / 21 90 48 / 42 M10 x 45 ETA-02/0001 5932 910 090 50 50 M10 W-FA/F M10-30-36/105 30 / 36 105 48 / 42 M10 x 60 ETA-02/0001 5932 910 105 M10 W-FA/F M10-45-51/120 45 / 51 120 48 / 42 M10 x 75 ETA-02/0001 5932 910 120 50 M12 W-FA/F M12-15-30/110 15 / 30 110 65 / 50 M12 x 65 ETA-02/0001 5932 912 110 25 M12 W-FA/F M12-30-45/125 30 / 45 125 65 / 50 M12 x 80 ETA-02/0001 5932 912 125 25 M12 W-FA/F M12-50-65/145 50 / 65 145 65 / 50 M12 x 100 ETA-02/0001 5932 912 145 25 M12 W-FA/F M12-85-100/180 85 / 100 180 65 / 50 M12 x 100 ETA-02/0001 5932 912 180 25 M16 W-FA/F M16-30-48/150 30 / 48 150 82 / 64 M16 x 90 ETA-02/0001 5932 916 150 20