Page 432 - Wurth Total Catalogue

DROP-IN ANCHOR W-ED/S
13.1

Specifications

Plug Diameter [mm] M6 M8 M10 M12 M16
Pressure Zone
Permissible centered 1 ) tensile load of a single anchor regard l. of edge influence (uncracked concrete kN 3.6 3.4 6.2 8.6 12.8
30 mpa

Permissible ) transv.load 1 of a single anchor regard - less of edge influence Pressure Zone kN 2.1 3.3 4.1 9.0 16.8
(uncracked concrete
30 mpa

8.1/
2.7/
27.8/
15.8/
4
Permissible Bending Moment ) M adm [Nm] (2.5 ceiling) (6.2 ceiling) (12.5 ceiling) (21.8 ceiling) 71.0
F30 [kN] 1.7 1.7 4.7 6.9 12.5
5
Fire Resistance Time ) F60 [kN] 0.7 0.7 2.4 3.5 5.6
F90 [kN] 0.4 0.4 1.3 1.8 3.5
F120 [kN] 0.3 0.3 1.0 1.4 2.5
Reference Values
Min. Distance between centers s min [mm] 55 60 100 120 150
s /(a ceiling) 90/ 90/ 120/ 150/
Distance between centers cr,N 195
[mm] (400 ceiling) (400) (400 ceiling) (400 ceiling)
Min. Distance from edge c min [mm] 95 95 135 165 200
c /(a ceiling) 45/ 45/ 60/ 75/
Distance from edge cr,N r 97.5
[mm] (100 ceiling) (100) (200 ceiling) (200 ceiling)
h /(d ceiling) 100/ 100/ 120/ 130/
Min. Component Thickness min 160
[mm] (100 ceiling) (100 ceiling) (100 ceiling) (100 ceiling)
Effective Anchoring Depth h ef [mm] 30 30 40 50 65
Anchoring Depth h (ceiling) ≥ [mm] 30 30 40 50 –
v
Drill Bit Nominal Ø d [mm] 8 10 12 15 20
0
Drill Bit Cutting Ø d cut ≤ [mm] 8.45 10.45 12.5 15.5 20.55
Bore Hole Depth h ≥ [mm] 33 33 44 54 71
1
Through Hole d ≤ [mm] 7 9 12 14 18
in component to be attached f
Anchoring Torque T inst = [Nm] 4/(2 ceiling) 8/(3 ceiling) 15/(6 ceiling) 35/(15 ceiling) 60
Dimensions

Overall Length L [mm] 30 30 40 50 65
H
Thread Depth (max. screw-in depth) L th [mm] 13 13 15 18 23
Min. Screw-in depth L sdmin [mm] 6 9 11 13 18

Description W-ED/S M6 x30W-ED/S M8 x30W-ED/S M10x 40 W-ED/S M12x 50 W-ED/S M16x 65

Art. No. 0904 010 06 0904 010 08 0904 010 10 0904 010 12 0904 010 16
Pack Qty. 100 100 50 50 25
Expansion tool
( no visual setting control)
Art. No. 0904 020 06 0904 020 08 0904 020 10 0904 020 12 0904 020 16
Pack Qty. 1

1) The partial safety correction values of resistance specified in the approval as well as a partial safety correction value of
AUS. pub. 10/15 © Wurth System Components: 2) Normal reinforced concrete. Higher concrete strengths allow higher values.
influences of γF = 1.4 have been taken into consideration. When combining tensile and transverse loads, in case of edge

influence or groups of anchors, please follow the European Technical Approval Guideline (ETAG), Appendix C.
3) Steel quality 5.6. Higher transverse load values apply to higher steel qualities.
4) Steel quality 5.6. Higher permissible bending moments apply to higher steel qualities.
5) Fire resistance time: Drive-in plug W-ED/S in connection with screws of strength grade ≥ 5.6.

6) The minimum distance between centers and the min. distance from edge are to be adhered to!
06 2082