General Information. Installation Information Design Information Material Information Ordering Information
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1 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 TECH MANUAL 2013 DeWalt PRINTED 6/
2 Installation Information Installation Information Installation Data Notation Unit M8 M10 M12 M16 Anchor diameter d [mm] Nominal drill bit diameter d 0 [mm] Diameter of hole clearance in fixture d f [mm] Effective embedment depth h ef [mm] Drill hole depth h 1 [mm] Minimum member thickness h min [mm] Minimum spacing s min [mm] Minimum edge distance c min [mm] Maximum torque threaded rod T max [Nm] 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
3 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] [-] Characteristic resistance, steel grade 5.6 N Rk,s [kn] [-] Characteristic resistance, steel grade 8.8 N Rk,s [kn] [-] 1.5 Characteristic resistance, steel grade A4-70 N Rk,s [kn] [-] 1.89 Pullout failure Uncracked concrete Characteristic resistance N Rk,p [kn] - 6) 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] Characteristic edge distance c cr,n [mm] 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] Characteristic edge distance c cr,sp [mm] 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 [-] ) 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/
4 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] [-] Characteristic resistance, steel grade 5.6 V Rk,s [kn] [-] Characteristic resistance, steel grade 8.8 V Rk,s [kn] [-] 1.25 Characteristic resistance, steel grade A4-70 V Rk,s [kn] [-] 1.58 Steel failure with lever arm (bending) Characteristic resistance, steel grade 4.6 M 0 Rk,s [Nm] [-] 1.67 Characteristic resistance, steel grade 5.6 M 0 Rk,s [Nm] [-] 1.67 Characteristic resistance, steel grade 8.8 M 0 Rk,s [Nm] [-] 1.25 Characteristic resistance, steel grade A4-70 M 0 Rk,s [Nm] [-] ) Concrete failure Pry-out failure Factor in equation (5.6) of ETAG 001 Annex C. k [-] [-] 1.5 3) Edge failure Effective length of anchor for h ef l f [mm] Outside diameter of anchor d nom [mm] 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/
5 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] Anchor spacing s [mm] N Rd [kn] F Rd [kn] V Rd [kn] M10 Embedment depth h ef [mm] 40 Member thickness h [mm] 120 Edge distance c [mm] Anchor spacing s [mm] N Rd [kn] F Rd [kn] V Rd [kn] M12 Embedment depth h ef [mm] 50 Member thickness h [mm] 130 Edge distance c [mm] Anchor spacing s [mm] N Rd [kn] F Rd [kn] V Rd [kn] TECH MANUAL 2013 DeWalt PRINTED 6/
6 material Information M16 Embedment depth h ef [mm] 65 Member thickness h [mm] 160 Edge distance c [mm] Anchor spacing s [mm] N Rd [kn] F Rd [kn] V Rd [kn] 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.: , , , / 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 Zinc plated 5 µm DM-SS-Pro Steel strength class A4-70 1) - TECH MANUAL 2013 dewalt PRINTED 6/
7 Ordering information Ordering information Anchor Art. no. Type Dia. [mm] Length [mm] Box Carton - DFM M6 Drop-in anchor - M DFM M8 Drop-in anchor - M DFM M10 Drop-in anchor - M DFM M12 Drop-in anchor - M DFM M16 Drop-in anchor - M DFM M20 Drop-in anchor - M DM-PrO DM-LIP-PRO - DFM M6 Lipped drop-in anchor - DFM M8 Lipped drop-in anchor - DFM M10 Lipped drop-in anchor - DFM M12 Lipped drop-in anchor - DFM M16 Lipped drop-in anchor - DFM M20 Lipped drop-in anchor - M M M M M M DM-LIP-Pro DM-SS-PRO - A4 stainless steel DFM M6 Drop-in anchor - A4 SS M DFM M8 Drop-in anchor - A4 SS M DFM M10 Drop-in anchor - A4 SS M DFM M12 Drop-in anchor - A4 SS M DFM M16 Drop-in anchor - A4 SS M DFM M20 Drop-in anchor - A4 SS M DM-SS-PrO DMG-PRO - Hot dipped galvanized DFM M6* Drop-in anchor - HDG M DFM M8 Drop-in anchor - HDG M DFM M10 Drop-in anchor - HDG M DFM M12 Drop-in anchor - HDG M DFM M16 Drop-in anchor - HDG M DFM M20 Drop-in anchor - HDG M * HDG M6 not included in ETA approval. DMG-PrO Setting Tool for drop-in anchors Art. no. Type Box DFM M6 Drop-in setting tool 1 20 DFM M8 Drop-in setting tool 1 20 DFM M10 Drop-in setting tool 1 20 DFM M12 Drop-in setting tool 1 20 DFM M16 Drop-in setting tool 1 20 Carton DFM M20 Drop-in setting tool 1 20 Setting Tool TECH MANUAL 2013 DeWalt PRINTED 6/
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Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 www.eota.eu Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical
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Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Website : www.cstb.fr European Technical Assessment
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Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical Assessment
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Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical Assessment
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Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 www.eota.eu Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical
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