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1 European Technical Approval English translation prepared by DIBt - Original version in German language Handelsbezeichnung Trade name Zulassungsinhaber Holder of approval Zulassungsgegenstand und Verwendungszweck Generic type and use of construction product Hilti Kompaktdübel HKD Hilti push-in anchor HKD Hilti Aktiengesellschaft Business Unit Anchors 9494 Schaan FÜRSTENTUM LIECHTENSTEIN Wegkontrolliert spreizender Dübel in den Größen M6, M8, M10, M12 und M16 für die Verwendung als Mehrfachbefestigung von nichttragenden Systemen in Beton Deformation-controlled expansion anchor of sizes M6, M8, M10, M12 and M16 for multiple use for non-structural applications in concrete Geltungsdauer: Validity: verlängert extended Herstellwerk Manufacturing plant vom from bis to vom from bis to 22 April March March March 2016 Hilti Werke Diese Zulassung umfasst This Approval contains 18 Seiten einschließlich 10 Anhänge 18 pages including 10 annexes Europäische Organisation für Technische Zulassungen European Organisation for Technical Approvals Z /11
2 Extension of validity of the European English translation prepared by DIBt Page 2 of March 2011 I LEGAL BASES AND GENERAL CONDITIONS 1 This European is issued by Deutsches Institut für Bautechnik in accordance with: - Council Directive 89/106/EEC of 21 December 1988 on the approximation of laws, regulations and administrative provisions of Member States relating to construction products 1, modified by Council Directive 93/68/EEC 2 and Regulation (EC) N 1882/2003 of the European Parliament and of the Council 3 ; - Gesetz über das In-Verkehr-Bringen von und den freien Warenverkehr mit Bauprodukten zur Umsetzung der Richtlinie 89/106/EWG des Rates vom 21. Dezember 1988 zur Angleichung der Rechts- und Verwaltungsvorschriften der Mitgliedstaaten über Bauprodukte und anderer Rechtsakte der Europäischen Gemeinschaften (Bauproduktengesetz - BauPG) vom 28. April , as amended by law of 31 October ; - Common Procedural Rules for Requesting, Preparing and the Granting s set out in the Annex to Commission Decision 94/23/EC 6 ; - Guideline for European of "Metal anchors for use in concrete - Part 6: Anchors for multiple use for non-structural applications", ETAG Deutsches Institut für Bautechnik is authorized to check whether the provisions of this European are met. Checking may take place in the manufacturing plant. Nevertheless, the responsibility for the conformity of the products to the European and for their fitness for the intended use remains with the holder of the European. 3 This European is not to be transferred to manufacturers or agents of manufacturers other than those indicated on page 1, or manufacturing plants other than those indicated on page 1 of this European. 4 This European may be withdrawn by Deutsches Institut für Bautechnik, in particular pursuant to information by the Commission according to Article 5(1) of Council Directive 89/106/EEC. 5 Reproduction of this European including transmission by electronic means shall be in full. However, partial reproduction can be made with the written consent of Deutsches Institut für Bautechnik. In this case partial reproduction has to be designated as such. Texts and drawings of advertising brochures shall not contradict or misuse the European technical approval. 6 The European is issued by the approval body in its official language. This version corresponds fully to the version circulated within EOTA. Translations into other languages have to be designated as such Official Journal of the European Communities L 40, 11 February 1989, p. 12 Official Journal of the European Communities L 220, 30 August 1993, p. 1 Official Journal of the European Union L 284, 31 October 2003, p. 25 Bundesgesetzblatt Teil I 1998, p. 812 Bundesgesetzblatt Teil I 2006, p. 2407, 2416 Official Journal of the European Communities L 17, 20 January 1994, p. 34 Z /11
3 Extension of validity of the European English translation prepared by DIBt Page 3 of March 2011 II SPECIFIC CONDITIONS OF THE EUROPEAN TECHNICAL APPROVAL 1 Definition of product and intended use 1.1 Definition of the construction product The Hilti-push-in anchor HKD of sizes M6, M8, M10, M12 and M16 is an anchor made of galvanised or stainless steel which is placed into a drilled hole and anchored by deformationcontrolled expansion. The anchor consists of an anchor body and an internal plug. An illustration of the product and intended use is given in Annex 1. The fixture shall be anchored with a fastening screw or threaded rod according to Annex Intended use The anchor is intended to be used for anchorages for which requirements for safety in use in the sense of the Essential Requirements 4 of Council Directive 89/106 EEC shall be fulfilled and failure of the fixture represents an immediate risk to human life. The anchor is to be used only for multiple use for non-structural applications. The definition of multiple use according to the Member States is given in the informative Annex 1 of ETAG 001, Part 6. The anchor may be used for anchorages with requirements related to to fire. The anchor is to be used only for anchorages subject to static or quasi-static loading in reinforced or unreinforced normal weight concrete of strength classes C20/25 at minimum and C50/60 at most according to EN 206-1: It may be anchored in cracked or non-cracked concrete. Anchor made of galvanised steel (Hilti HKD, HKD wol, HKD-S, HKD-E): The anchor made of galvanised steel may only be used in structures subject to dry internal conditions. Anchor made of stainless steel (Hilti HKD-SR, HKD-ER): The anchor made of stainless steel may be used in structures subject to dry internal conditions and also in structures subject to external atmospheric exposure (including industrial and marine environment), or exposure in permanently damp internal conditions, if no particular aggressive conditions exist. Such particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution (e. g. in desulphurization plants or road tunnels where de-icing materials are used). The provisions made in this European are based on an assumed working life of the anchor of 50 years. The indications given on the working life cannot be interpreted as a guarantee given by the producer, but are to be regarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works. Z /11
4 Extension of validity of the European English translation prepared by DIBt Page 4 of March Characteristics of product and methods of verification 2.1 Characteristics of product The anchor corresponds to the drawings and provisions given in Annexes 1 to 3. The characteristic material values, dimensions and tolerances of the anchor not given in Annexes 1 to 3 shall correspond to the respective values laid down in the technical documentation 7 of this European. Regarding the requirements concerning safety in case of fire it is assumed that the anchor meets the requirements of class A1 in relation to reaction to fire in accordance with the stipulations of the Commission decision 96/603/EC, amended by 2000/605/EC. The characteristic values for the design of anchorages are given in Annexes 8 to 10. The characteristic anchor values for the design of the anchorages regarding to fire are given in Annex 10. They are valid for use in a system that is required to provide a specific fire class. The following designations are used for different anchor versions (see Annex 1): - HKD cold formed anchor made of galvanised steel with lip - HKD-woL cold formed anchor made of galvanised steel without lip - HKD-S machined anchor made of galvanised steel with lip - HKD-SR machined anchor made of stainless steel with lip - HKD-E machined anchor made of galvanised steel without lip - HKD-ER machined anchor made of stainless steel without lip Each anchor is marked with the identifying mark of the producer, the anchor identity, the thread size, the effective anchorage depth (h ef ) and the outer diameter of the anchor body (Ø d 1 ) according to Annex 1. In addition, the anchor body for anchor size M8x40 and M10x40 are marked on the top of the anchor body according to Annex 2. The anchor made of stainless steel is marked with the additional letter "R". The anchor shall only be packaged and supplied as a complete unit. 2.2 Methods of verification The assessment of fitness of the anchor for the intended use in relation to the requirements for safety in use in the sense of the Essential Requirements 4 has been made in accordance with the "Guideline for European of Metal Anchors for use in concrete", Part 1 "Anchors in general" and Part 6 "Anchors for multiple use for non-structural applications". The assessment of the anchor for the intended use in relation to the requirements for to fire has been made in accordance with the Technical Report TR 020 "Evaluation of anchorages in concrete concerning to fire". 7 The technical documentation of this European is deposited at the Deutsches Institut für Bautechnik and, as far as relevant for the tasks of the approved bodies involved in the attestation of conformity procedure, is handed over to the approved bodies. Z /11
5 Extension of validity of the European English translation prepared by DIBt Page 5 of March 2011 In addition to the specific clauses relating to dangerous substances contained in this European, there may be other requirements applicable to the products falling within its scope (e.g. transposed European legislation and national laws, regulations and administrative provisions). In order to meet the provisions of the Construction Products Directive, these requirements need also to be complied with, when and where they apply. 3 Evaluation and attestation of conformity and CE marking 3.1 System of attestation of conformity According to the decision 97/161/EG of the European Commission 8 the system 2(ii) (referred to as system 2+) of attestation of conformity applies. This system of attestation of conformity is defined as follows: System 2+: Declaration of conformity of the product by the manufacturer on the basis of: (a) Tasks for the manufacturer: (1) initial type-testing of the product; (2) factory production control; (3) testing of samples taken at the factory in accordance with the control plan. (b) Tasks for the approved body: (4) certification of factory production control on the basis of: initial inspection of factory and of factory production control; continuous surveillance, assessment and approval of factory production control. 3.2 Responsibilities Tasks of the manufacturer Factory production control The manufacturer shall exercise permanent internal control of production. All the elements, requirements and provisions adopted by the manufacturer shall be documented in a systematic manner in the form of written policies and procedures, including records of results performed. This production control system shall insure that the product is in conformity with this European. The manufacturer may only use initial / raw / constituent materials stated in the technical documentation of this European. The factory production control shall be in accordance with the control plan which is part of the technical documentation of this European. The control plan is laid down in the context of the factory production control system operated by the manufacturer and deposited at Deutsches Institut für Bautechnik. 9 The results of factory production control shall be recorded and evaluated in accordance with the provisions of the control plan. 8 9 Official Journal of the European Communities L 67 of The control plan is a confidential part of the European and only handed over to the approved body involved in the procedure of attestation of conformity. See section Z /11
6 Extension of validity of the European English translation prepared by DIBt Page 6 of March Other tasks of manufacturer The manufacturer shall, on the basis of a contract, involve a body which is approved for the tasks referred to in section 3.1 in the field of the anchor in order to undertake the actions laid down in section 3.3. For this purpose, the control plan referred to in sections and shall be handed over by the manufacturer to the approved body involved. The manufacturer shall make a declaration of conformity, stating that the construction product is in conformity with the provisions of this European Tasks of approved bodies The approved body shall perform the - initial inspection of factory and of factory production control, - continuous surveillance, assessment and approval of factory production control in accordance with the provisions laid down in the control plan relating to this European technical approval. The approved body shall retain the essential points of its actions referred to above and state the results obtained and conclusions drawn in a written report. The approved certification body involved by the manufacturer shall issue an EC certificate of conformity of the factory production control stating the conformity with the provisions of this European. In cases where the provisions of the European and its control plan are no longer fulfilled the certification body shall withdraw the certificate of conformity and inform Deutsches Institut für Bautechnik without delay. 3.3 CE marking The CE marking shall be affixed on each packing of the anchor. The letters "CE" shall be followed by the identification number of the approved certification body, where relevant, and be accompanied by the following additional information: the name and address of the producer (legal entity responsible for the manufacture), the last two digits of the year in which the CE marking was affixed, the number of the EC certificate for the factory production, the number of the European, the number of the guideline for European, use category (ETAG 001-6), size. 4 Assumptions under which the fitness of the product for the intended use was favourably assessed 4.1 Manufacturing The European is issued for the product on the basis of agreed data/information, deposited with Deutsches Institut für Bautechnik, which identifies the product that has been assessed and judged. Changes to the product or production process, which could result in this deposited data/information being incorrect, should be notified to Deutsches Institut für Bautechnik before the changes are introduced. Deutsches Institut für Bautechnik will decide whether or not such changes affect the European and consequently the validity of the CE marking on the basis of the European and if so whether further assessment or alterations to the European shall be necessary. Z /11
7 Extension of validity of the European English translation prepared by DIBt Page 7 of March Design of anchorages The fitness of the anchor for the intended use is given under the following conditions: The anchorages are designed in accordance with the "Guideline for European technical approval of Metal Anchors for Use in Concrete", Annex C, Method B, for deformation-controlled expansion anchors under the responsibility of an engineer experienced in anchorages and concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored. The position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to reinforcement or to supports). The minimum strength class and the minimum screwing depth of the fastening screw or threaded rod for installation of the fixture shall meet the requirements according to Annex 5. The length of the fastening screw or threaded rod shall be defined according to the available thread length, the minimum screwing depth, the thickness of fixture and tolerances of member and fixture. The design of anchorages under fire exposure has to consider the conditions given in the Technical Report TR 020 "Evaluation of anchorages in concrete concerning to fire". The relevant characteristic values are given in Annex 10. The design method covers anchors with a fire attack from one side only. If the fire attack is from more than one side, the design method may be taken only, if the edge distance of the anchor is c 300 mm. Local spalling is possible at fire attack. To avoid any influence of the spalling on the anchorage, the concrete member must be designed according to pren The members shall be made of concrete with quartzite additives and have to be protected from direct moisture; and the moisture content of the concrete has to be like in dry internal conditions respectively. The anchorage depth has to be increased for wet concrete by at least 30 mm compared to the given value in the approval. 4.3 Installation of anchors The fitness for use of the anchor can only be assumed if the anchor is installed as follows: Anchor installation carried out by appropriately qualified personnel and under the supervision of the person responsible for technical matters of the site. Use of the anchor only as supplied by the manufacturer without exchanging the components of an anchor. Anchor installation in accordance with the manufacturer s specifications and drawings and using the appropriate tools. Checks before placing the anchor to ensure that the strength class of the concrete in which the anchor is to be placed is in the range given and is not lower than that of the concrete to which the characteristic loads apply. Check of concrete being well compacted, e.g. without significant voids. Positioning of the drill holes without damaging the reinforcement. Drill hole by hammer drilling only. Cleaning of the drill hole. Edge distances and spacing not less than the specified values without minus tolerances. In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted hole or smaller distance if the aborted drill hole is filled with high strength mortar and if under shear or oblique tension load it is not in the direction of load application. Anchor installation acc. to manufacturer's instructions given in Annex 5. Z /11
8 Extension of validity of the European English translation prepared by DIBt Page 8 of March 2011 Anchor expansion by impact on the cone using the setting tools given in Annex 4. The anchor is properly set if the stop of the pin reaches the anchor body and the impression of the setting tool for marking is visible as illustrated in Annex 4. The fastening screw or threaded rod shall correspond to the requirements given in Annex 5. Installation torque moments are not required for functioning of the anchor. However, the torque moments given in Annex 5 must not be exceeded. 5 Indications to the manufacturer The manufacturer is responsible to ensure that the information on the specific conditions according to section 1 and 2 including Annexes referred to section 4.2 and 4.3 is given to those who are concerned. This information may be made by reproduction of the respective parts of the European. In addition all installation data shall be shown clearly on the package and/or on an enclosed instruction sheet, preferably using illustration(s). The minimum data required are: drill bit diameter, thread diameter, minimum effective anchorage depth, available thread length and minimum screwing depth of the fastening screw or threaded rod, minimum hole depth, torque moment, information on the installation procedure, including cleaning of the hole, preferably by means of an illustration, reference to any special installation equipment needed, identification of the manufacturing batch. All data shall be presented in a clear and explicit form. Georg Feistel Head of Department beglaubigt Lange Z /11
9 Page 9, issued on 14 March 2011 top view Hilti push-in anchor HKD multiple use for non-structural applications only lip bottom view Intended use: anchor body internal thread expansion plug Marking: concrete C20/25 to C50/60 HKD HKD-woL HKD-S / HKD-E / HKD-SR HKD-ER HKD HKD-woL HKD-S HKD-E HKD M6 x 25 HKD-woL M6 x 25 HKD-S M6 x 30 ø8 HKD-E M6 x 30 ø8 HKD M8 x 25 HKD-woL M8 x 25 HKD-S M8 x 30 ø10 HKD-E M8 x 30 ø10 HKD M8 x 30 HKD-woL M8 x 30 HKD-S M8 x 40 ø10 HKD-E M8 x 40 ø10 HKD M8 x 40 HKD-woL M8 x 40 HKD-S M10 x 30 ø12 HKD-E M10 x 30 ø12 HKD M10 x 25 HKD-woL M10 x 25 HKD-S M10 x 40 ø12 HKD-E M10 x 40 ø12 HKD M10 x 30 HKD-woL M10 x 30 HKD-S M12 x 50 ø15 HKD-E M12 x 50 ø15 HKD M10 x 40 HKD-woL M10 x 40 HKD M12 x 25 HKD-woL M12 x 25 HKD-SR HKD-ER HKD M12 x 50 HKD-woL M12 x 50 HKD-SR M6 x 30 ø8 HKD-ER M6 x 30 ø 8 HKD M16 x 65 HKD-woL M16 x 65 HKD-SR M8 x 30 ø10 HKD-ER M8 x 30 ø 8 HKD-SR M10 x 40 ø12 HKD-ER M10 x 40 ø12 HKD-SR M12 x 50 ø15 HKD-ER M12 x 50 ø15 Hilti push-in anchor HKD Annex 1 product and intended use
10 Page 10, issued on 14 March 2011 Identification after installation Table 1: Identification HKD and HKD-woL Size setting tool top view HKD M6x25 HSD-G M6 x 25 HKD M8x25 HSD-G M8 x 25/30 HKD M8x30 HSD-G M8 x 25/30 HKD M8x40 HSD-G M8 x 40 HKD M10x25 HSD-G M10 x 25/30 HKD M10x30 HSD-G M10 x 25/30 HKD M10x40 HSD-G M10 x 40 HKD M12x25 HSD-G M12 x 25 HKD M12x50 HSD-G M12 x 50 HKD M16x65 HSD-G M16 x 65 Identification HKD-E(R) and HKD-S(R) each anchor can be identified with setting tool after installation additional marking on end-face for M8x40 and M10x40 Hilti push-in anchor HKD Annex 2 Identification after installation
11 Page 11, issued on 14 March 2011 Table 2: Materials HKD; HKD-woL designation 1 anchor body 2 expansion plug HKD-S; HKD-E designation 1 anchor body 2 expansion plug HKD-SR; HKD-ER designation 1 anchor body 2 expansion plug material cold formed steel galvanised to 5 μm, EN or EN cold formed steel, EN or EN material steel Fe/Zn5 (galvanised to 5 μm), EN 10087, EN steel , EN or steel , DIN material stainless steel, , or EN anchor body 2 expansion plug ød1 ød 2 ød 2 l1 l 1 l G Table 3: Dimensions anchor size l G Ød 1 Ød 2 l 1 M6x ,9 5,1 10 M6x M8x ,95 6,35 7 M8x ,95 6,5 12 M8x ,95 6,35 16 M10x ,90 8,1 7 M10x ,80 8,2 12 M10x ,95 8,2 16 M12x ,90 9,7 7,2 M12x ,90 10,3 20 M16x ,75 13,8 29 Hilti push-in anchor HKD Annex 3 anchor materials and anchor dimensions
12 Page 12, issued on 14 March 2011 Manual setting tool HSD-G M.. x hef Installation control with manual setting tool ød 3 ød 4 l 2 h ef marking from setting anchor gauge with marking M..x h ef (assigned anchor) the recess length corresponds to the anchor length h ef Machine setting tool HSD-M M.. x h ef ød3 ød 4 l 2 marking HSD-M M..x h ef (assigned anchor) connection end Machine setting tool HKD-TE CX M.. x h ef marking HKD-TE CX M..x h ef (assigned anchor) ød3 ød 4 rubber ring l 2 drill bit Table 4: Dimensions of the setting tools connection end setting tool HSD / HKD Ød 3 Ød 4 l 2 M6x25 7, M6x30 7, M8x25 9,5 6,5 18 M8x30 9,5 6,5 18 M8x40 9,5 6,5 28 M10x25 11, M10x30 11, M10x40 11, M12x25 14,5 10,2 18 M12x50 14,5 10,2 30 M16x65 18,0 13,5 36 Hilti push-in anchor HKD Annex 4 setting tools
13 Page 13, issued on 14 March 2011 Installation data Fastening screw or threaded rod: For anchor made of galvanised steel (HKD, HKD-woL, HKD-E and HKD-S) the property class is 4.6 / 5.6 / 5.8 or 8.8 according to EN ISO to use. For anchor made of stainless steel (HKD-ER and HKD-SR) the minimum property class is A4-70 according EN ISO 3506 to use. Minimum screw depth l s,min : The length of the screw shall be determined depending on thickness of fixture t fix, admissible tolerances and available thread length l s,max as well as minimum screw depth l s,min. l s d0 d f h ef t fix h 1 Table 5: Installation data anchor size drill hole diameter thread diameter drill hole depth effective anchorage depth maximum screwing depth minimum screwing depth maximum tightening torque Clearance hole diameter d 0 d h 1 h ef l s,max l s,min T inst [Nm] d f 1) M6x , M6x , M8x25 1) , M8x , M8x , M10x25 1) , M10x30 1) , M10x , M12x25 1) , M12x , M16x , with anchor size M8x25, M10x25, M10x30 and M12x25 only threaded rod are to be used Hilti push-in anchor HKD Annex 5 Installation data
14 Page 14, issued on 14 March 2011 Hilti push-in anchor HKD Annex 6 Instruction for use
15 Page 15, issued on 14 March 2011 Table 7: Minimum spacing and minimum edge distance, minimum thickness of concrete member HKD-S(R), HKD-E(R) Minimum spacing and minimum edge distance Minimum thickness of concrete member M6x30 M8x30 M10x30 M8x40 M10x40 M12x50 h min Minimum spacing s min Minimum edge distance c min Minimum thickness of concrete member Minimum thickness of concrete member h min Minimum spacing s min Minimum edge distance c min Table 8: Minimum spacing and minimum edge distance, minimum thickness of concrete member HKD, HKD-woL M6x25 M8x25 M10x25 M12x25 Minimum spacing and minimum edge distance Minimum thickness of concrete member Minimum spacing Minimum edge distance Minimum thickness of concrete member Minimum thickness of concrete member M8x30 M10x30 M8x40 M10x40 M12x50 M16x65 h min s min for c c min for s h min Minimum spacing s min Minimum edge distance c min c min s min c min s min h min Hilti push-in anchor HKD Annex 7 Minimum thickness of concrete member minimum spacing and edge distance
16 Page 16, issued on 14 March 2011 Table 9: Design method B - Characteristic values galvanised steel: HKD-S, HKD-E stainless steel: HKD-SR, HKD-ER S(R) M6x30 E(R) M6x30 S(R) M8x30 E(R) M8x30 S M10x30 S M8x40 E M8x40 S(R) M10x40 E(R) M10x40 S(R) M12x50 E(R) M12x50 All load directions in C20/25 to C50/60 Partial safety factor F 0 Rk [kn] γ M 1) 1,5 2) characteristic spacing s cr characteristic edge distance c cr Shear load with lever arm M 0 Rk,s 3) steel 4.6 [Nm] Partial safety factor γ Ms 1,67 M 0 Rk,s 3) steel 5.6 [Nm] Partial safety factor γ Ms 1,67 M 0 Rk,s 3) steel 5.8 [Nm] Partial safety factor γ Ms 1,25 M 0 Rk,s 3) steel 8.8 [Nm] Partial safety factor γ Ms 1,25 M 0 Rk,s 3) steel A4-70 [Nm] Partial safety factor γ Ms 1,56 1) 2) 3) In absence of other national regulations. The installation factor γ 2 = 1,0 is included. Characteristic bending moment M 0 Rk,s for equation (5.5) in ETAG 001, Annex C. The anchor is to be used only for multiple use for non-structural applications, the definition of multiple use according to the member states is given in the informative Annex 1 of ETAG 001, part 6. Hilti push-in anchor HKD Annex 8 Design method B Characteristic values HKD-S(R) und HKD-E(R)
17 Page 17, issued on 14 March 2011 Table 10: Design method B - Characteristic values galvanised steel: HKD, HKD-woL M6x25 M8x25 M8x30 M8x40 M10x25 M10x30 M10x40 M12x25 M12x50 M16x65 All load directions in C20/25 to C50/60 Partial safety factor F 0 Rk [kn] , γ M 1) 1,5 2) 1,8 3) 1,5 2) 1,8 3) 1,5 2) characteristic spacing s cr characteristic edge distance c cr Shear load with lever arm M 0 Rk,s 4) steel 4.6 [Nm] Partial safety factor γ Ms 1,67 M 0 Rk,s 4) steel 5.6 [Nm] Partial safety factor γ Ms 1,67 M 0 Rk,s 4) steel 5.8 [Nm] Partial safety factor γ Ms 1,25 M 0 Rk,s 4) steel 8.8 [Nm] Partial safety factor γ Ms 1,25 1) 2) 3) 4) In absence of other national regulations. The installation factor γ 2 = 1,0 is included. The installation factor γ 2 = 1,2 is included. Characteristic bending moment M 0 Rk,s for equation (5.5) in ETAG 001, Annex C. The anchor is to be used only for multiple use for non-structural applications, the definition of multiple use according to the member states is given in the informative Annex 1 of ETAG 001, part 6. Hilti push-in anchor HKD Annex 9 Design method B Characteristic values HKD und HKD-woL
18 Page 18, issued on 14 March 2011 Table 11: under fire exposure in concrete C20/25 to C50/60 in any load direction For galvanised fastening screw or threaded rod with property class 4.6 to 8.8 according to Annex 5 Fire class HKD, HKD-woL M6x25 M8x25 M8x30 M8x40 M10x25 M10x30 M10x40 M12x25 M12x50 M16x65 R 30 R 60 R 90 R 120 Characteristic Characteristic Characteristic Characteristic F 0 Rk,fi 1) [kn] 0,5 0,6 0,9 1,3 0,6 0,9 1,8 0,6 2,3 4,0 F 0 Rk,fi 1) [kn] 0,4 0,6 0,9 1,3 0,6 0,9 1,8 0,6 2,3 4,0 F 0 Rk,fi 1) [kn] 0,3 0,6 0,9 1,3 0,6 0,9 1,8 0,6 2,3 4,0 F 0 Rk,fi 1) [kn] 0,2 0,5 0,7 0,7 0,5 0,7 1,5 0,5 1,8 3,2 R 30 to Spacing s cr,fi R 120 Edge distance c cr,fi In case of fire attack from more than one side, the minimum edge distance shall be 300 mm. The anchorage depth has to be increased for wet concrete by at least 30 mm compared to the given value. 1) In absence of other national regulations the partial safety factor for under fire exposure γ m,fi = 1,0 is recommended. Table 12: under fire exposure in concrete C20/25 to C50/60 in any load direction For minimum property class of fastening screw or threaded rod the remarks according to Annex 5 Fire class HKD-SR, HKD-ER (stainless steel) M6x30 M8x30 M10x40 M12x50 R 30 R 60 R 90 R 120 Characteristic Characteristic Characteristic Characteristic F 0 Rk,fi 1) [kn] 0,5 0,9 1,8 2,3 F 0 Rk,fi 1) [kn] 0,5 0,9 1,8 2,3 F 0 Rk,fi 1) [kn] 0,4 0,9 1,8 2,3 F 0 Rk,fi 1) [kn] 0,3 0,7 1,5 1,8 R 30 to R Spacing s cr,fi Edge distance c cr,fi In case of fire attack from more than one side, the minimum edge distance shall be 300 mm. The anchorage depth has to be increased for wet concrete by at least 30 mm compared to the given value. 1) In absence of other national regulations the partial safety factor for under fire exposure γ m,fi = 1,0 is recommended. Hilti push-in anchor HKD Annex 10 under fire exposure