General Information General Information Drop-In Anchor ProDUCT DESCRIPTION The is a drop-in anchor which shows good performance for competitive price for typical mass applications. It can be used in a wide range of concrete strengths and in all installation directions. The is available in carbon steel and stainless steel. The lipped version is furnished with a flange preventing the anchor to pertain too deep into the concrete. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information ASSEMBLY GENERAL APPLICATIONS AND USES FEATURES AND BENEFITS Price competitive anchoring for all kinds of mechanical, electrical and plumbing installation Straightforward installation with hand driven hammer Suitable for threaded steel elements of various strength and grade Internally threaded anchor for easy bolt removability and service work ApprovalS AND LISTINGS VERSIONS Straight Collar Carbon Steel, Zinc Plated Stainless Steel Hot Dipped Galvanized (No ETA Approval) Lipped Collar Carbon Steel, Zinc Plated ETAG 001 Option 7 F120 Loading Conditions APPROVALS ETA-13/0057 STATIC QUASI-STATIC Suitable Base Materials Real-Time Anchor Design Software www.dewaltdesignassist.com TECH MANUAL 2013 DeWalt PRINTED 6/13 www.dewalt.com/anchors 39
Installation Information Installation Information Installation Data Notation Unit M8 M10 M12 M16 Anchor diameter d [mm] 10 12 16 20 Nominal drill bit diameter d 0 [mm] 10 12 16 20 Diameter of hole clearance in fixture d f [mm] 9 12 14 18 Effective embedment depth h ef [mm] 30 40 50 65 Drill hole depth h 1 [mm] 32 42 53 68 Minimum member thickness h min [mm] 120 120 130 160 Minimum spacing s min [mm] 70 100 120 160 Minimum edge distance c min [mm] 100 130 170 200 Maximum torque threaded rod T max [Nm] 8 15 35 60 h min t fix h 1 d 0 T max h ef S w d f Installation Instructions TECH MANUAL 2013 dewalt PRINTED 6/13 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Remove dust and debris from the hole using a hand pump or compressed air. For complete installation instructions, see technical approval. 3.) Insert drop in anchor in to drilled hole. 4.) Expand anchor by hammering on setting tool until the collar of the setting tool touches the fixture. 5.) Insert threaded rod and prestress with defined torque. 40 www.dewalt.com/anchors
Design information Design information Tension LOAD CAPACITIES - Parameters for calculation of design strength According to ETAG 001 Annex C Method A. Notation Steel failure Unit M8 M10 M12 M16 Characteristic resistance, steel grade 4.6 N Rk,s [kn] 14.6 14.7 33.7 62.7 [-] 2.0 1.5 2.0 Characteristic resistance, steel grade 5.6 N Rk,s [kn] 11.6 14.7 42.1 47.3 [-] 1.5 2.0 1.5 Characteristic resistance, steel grade 8.8 N Rk,s [kn] 11.6 14.7 36.0 47.3 [-] 1.5 Characteristic resistance, steel grade A4-70 N Rk,s [kn] 15.7 19.9 48.6 63.9 [-] 1.89 Pullout failure Uncracked concrete Characteristic resistance N Rk,p [kn] - 6) 9.0 12.0 12.0 Partial safety factor g 2) Mp [-] 1.5 3) 1.8 4) 2.1 5) Increasing factor for concrete strength C30/37 c c [-] 1.22 C40/50 c c [-] 1.41 C50/60 c c [-] 1.55 Concrete failure Concrete cone failure Characteristic spacing s cr,n [mm] 90 120 150 195 Characteristic edge distance c cr,n [mm] 45 60 75 100 Partial safety factor for uncracked concrete g 2) Mc [-] 1.5 3) 1.8 4) 2.1 5) Splitting failure Characteristic spacing s cr,sp [mm] 180 240 300 390 Characteristic edge distance c cr,sp [mm] 90 120 150 195 Partial safety factor for uncracked concrete g 1) Msp [-] 1.5 3) 1.8 4) 2.1 5) Increasing factor for concrete strength C30/37 c c [-] 1.22 C40/50 c c [-] 1.41 C50/60 c c [-] 1.55 1) For applications with statically indeterminate structural component only 2) In absence of other national regulations 3) Partial safety factor of g 2 = 1.0 is included 4) Partial safety factor of g 2 = 1.2 is included 5) Partial safety factor of g 2 = 1.4 is included 6) Concrete cone failure is decisive TECH MANUAL 2013 DeWalt PRINTED 6/13 www.dewalt.com/anchors 41
Design information Shear LOAD CAPACITIES - Parameters for calculation of design strength According to ETAG 001 Annex C Method A. Notation Unit M8 M10 M12 M16 Steel failure Steel failure without lever arm Characteristic resistance, steel grade 4.6 V Rk,s [kn] 7.3 7.4 16.9 31.3 [-] 1.67 1.25 1.67 Characteristic resistance, steel grade 5.6 V Rk,s [kn] 5.8 7.4 21.1 23.6 [-] 1.25 1.67 1.25 Characteristic resistance, steel grade 8.8 V Rk,s [kn] 5.8 7.4 18.0 23.6 [-] 1.25 Characteristic resistance, steel grade A4-70 V Rk,s [kn] 7.8 10.0 24.3 31.9 [-] 1.58 Steel failure with lever arm (bending) Characteristic resistance, steel grade 4.6 M 0 Rk,s [Nm] 14.9 29.9 52.4 132.2 [-] 1.67 Characteristic resistance, steel grade 5.6 M 0 Rk,s [Nm] 18.7 37.3 65.5 166.5 [-] 1.67 Characteristic resistance, steel grade 8.8 M 0 Rk,s [Nm] 27.3 43.0 104.8 224.9 [-] 1.25 Characteristic resistance, steel grade A4-70 M 0 Rk,s [Nm] 26.2 52.3 91.7 233.1 [-] 1.56 3) Concrete failure Pry-out failure Factor in equation (5.6) of ETAG 001 Annex C. k [-] 1 1 1 2 [-] 1.5 3) Edge failure Effective length of anchor for h ef l f [mm] 30 40 50 65 Outside diameter of anchor d nom [mm] 10 12 16 20 Partial safety factor g 2) Mc [-] 1.5 3) 1) For applications with statically indeterminate structural component only 2) In absence of other national regulations 3) Partial safety factor of g 2 = 1.0 is included TECH MANUAL 2013 dewalt PRINTED 6/13 42 www.dewalt.com/anchors
Design information Precalculated Tension and shear capacities According to ETAG 001 Annex C Method A. The following tables are meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of these data. The given values are valid for normal concrete and static/quasi-static loads with the exact dimensional information given. For any other conditions, the use of DDA is recommended. The values in the tables below are design level loads. This assumes a safety factor is included both on the loading For further details and background information please see the introduction of this manual. M8 h N F c V s Embedment depth h ef [mm] 30 Member thickness h [mm] 120 Edge distance c [mm] - - - - - 100 100 100 100 100 Anchor spacing s [mm] - 70 90 70 90-70 90 70 90 N Rd [kn] 5.5 9.8 11.0 17.4 22.1 5.5 9.8 11.0 16.0 18.6 F Rd [kn] 4.3 8.1 8.6 14.8 17.1 4.3 8.1 8.6 11.9 13.0 V Rd [kn] 4.6 9.3 9.3 17.4 18.6 4.6 9.3 9.3 12.4 13.1 M10 Embedment depth h ef [mm] 40 Member thickness h [mm] 120 Edge distance c [mm] - - - - - 130 130 130 130 130 Anchor spacing s [mm] - 100 120 100 120-100 120 100 120 N Rd [kn] 5.0 10.0 10.0 20.0 20.0 5.0 10.0 10.0 18.6 20.0 F Rd [kn] 4.6 9.2 9.2 18.4 18.4 4.6 9.2 9.2 15.0 15.9 V Rd [kn] 5.9 11.8 11.8 23.7 23.7 5.9 11.8 11.8 16.9 17.6 M12 Embedment depth h ef [mm] 50 Member thickness h [mm] 130 Edge distance c [mm] - - - - - 170 170 170 170 170 Anchor spacing s [mm] - 120 150 120 150-120 150 120 150 N Rd [kn] 5.7 11.4 11.4 22.9 22.9 5.7 11.4 11.4 19.8 22.7 F Rd [kn] 6.5 12.6 13.1 24.3 26.2 6.5 12.6 13.1 18.1 19.9 V Rd [kn] 11.9 21.4 23.8 38.5 47.5 11.9 21.4 23.8 23.2 24.3 TECH MANUAL 2013 DeWalt PRINTED 6/13 www.dewalt.com/anchors 43
material Information M16 Embedment depth h ef [mm] 65 Member thickness h [mm] 160 Edge distance c [mm] - - - - - 200 200 200 200 200 Anchor spacing s [mm] - 160 195 160 195-160 195 160 195 N Rd [kn] 5.7 11.4 11.4 22.9 22.9 5.7 11.4 11.4 22.9 22.9 F Rd [kn] 7.4 14.9 14.9 29.8 29.8 7.4 14.3 14.5 22.7 23.1 V Rd [kn] 18.9 37.8 37.8 75.5 75.5 18.9 32.3 33.8 32.3 33.8 material Information material specification 1 3 Part no. Designation Version Material Protection 1 Anchor sleeves 2 Expansion cones 3 Screw or threaded rod 1) Mat. No.: 1.4401, 1.4404, 1.4439, 1.4571 2 / DM-Lip-Pro Cold formed steel, grade SWRCH8A Zinc plated 5 µm DM-SS-Pro Machined steel, grade SS316 1) - / DM-Lip-Pro Cold formed steel, grade SWRCH8A Zinc plated 5 µm DM-SS-Pro Machined steel, grade SS316 1) - / DM-Lip-Pro Steel strength class 4.6, 5.6, 5.8 or 8.8 according to ISO 898-1 Zinc plated 5 µm DM-SS-Pro Steel strength class A4-70 1) - TECH MANUAL 2013 dewalt PRINTED 6/13 44 www.dewalt.com/anchors
Ordering information Ordering information Anchor Art. no. Type Dia. [mm] Length [mm] Box Carton - DFM2110500 M6 Drop-in anchor - M6 25 100 1600 DFM2110550 M8 Drop-in anchor - M8 30 100 800 DFM2110600 M10 Drop-in anchor - M10 40 100 800 DFM2110650 M12 Drop-in anchor - M12 50 100 400 DFM2110700 M16 Drop-in anchor - M16 65 25 100 DFM2110750 M20 Drop-in anchor - M20 80 25 100 DM-PrO DM-LIP-PRO - DFM2110000 M6 Lipped drop-in anchor - DFM2110100 M8 Lipped drop-in anchor - DFM2110150 M10 Lipped drop-in anchor - DFM2110200 M12 Lipped drop-in anchor - DFM2110300 M16 Lipped drop-in anchor - DFM2110250 M20 Lipped drop-in anchor - M6 25 100 1600 M8 30 100 800 M10 40 100 800 M12 50 100 400 M16 65 25 100 M20 80 25 100 DM-LIP-Pro DM-SS-PRO - A4 stainless steel DFM2120000 M6 Drop-in anchor - A4 SS M6 25 100 1600 DFM2120050 M8 Drop-in anchor - A4 SS M8 30 100 800 DFM2120100 M10 Drop-in anchor - A4 SS M10 40 100 800 DFM2120150 M12 Drop-in anchor - A4 SS M12 50 100 400 DFM2120200 M16 Drop-in anchor - A4 SS M16 65 25 100 DFM2120250 M20 Drop-in anchor - A4 SS M20 80 25 100 DM-SS-PrO DMG-PRO - Hot dipped galvanized DFM2150000 M6* Drop-in anchor - HDG M6 25 100 1600 DFM2150050 M8 Drop-in anchor - HDG M8 30 100 800 DFM2150100 M10 Drop-in anchor - HDG M10 40 100 800 DFM2150150 M12 Drop-in anchor - HDG M12 50 100 400 DFM2150200 M16 Drop-in anchor - HDG M16 65 25 100 DFM2150250 M20 Drop-in anchor - HDG M20 80 25 100 * HDG M6 not included in ETA approval. DMG-PrO Setting Tool for drop-in anchors Art. no. Type Box DFM2100010 M6 Drop-in setting tool 1 20 DFM2100060 M8 Drop-in setting tool 1 20 DFM2100110 M10 Drop-in setting tool 1 20 DFM2100160 M12 Drop-in setting tool 1 20 DFM2100210 M16 Drop-in setting tool 1 20 Carton DFM2100260 M20 Drop-in setting tool 1 20 Setting Tool TECH MANUAL 2013 DeWalt PRINTED 6/13 www.dewalt.com/anchors 45