Therefore advised to check with an eota member whether there are further provisions. Pdf postinstalled reinforcement pir helps facilitate retrofitting. However, eota and the european commission agreed that eota should convert all etags into eads. Eads published in the official journal of the european union retain the reference of their first time citation.
Version corresponds to the version circulated within eota. The role of eota eota is the organisation for technical assessment established by the technical assessment bodies tabs pursuant to article 311 of the cpr. Once cited in the ojeu final eads will be provided for download and published in nando. 200 durability and serviceability x bwr 7 sustainable use of natural resources no performance determined. Concrete overlay or shear dowel connections or the connections of a wall predominantly loaded by shear and compression. Nonreinforcing hexagonal geogrid for the stabilization of. Fischer concrete screw ultracut fbs ii a4 product family to which the. Etas & design methods for anchors used in construction. Technical report tr 02, design of anchors, edition sept.
European parliament and of the council of march 2011. The technical report tr 02 design of bonded anchors is. This tr has been prepared by ietcc and endorsed by eota. Installed reinforcing bars maybe used in accordance with the eota technical report tr 02 only. Eota technical report tr045 free download as pdf file. Postinstalled reinforcing bars may be used as anchor designed in accordance with the eota. Annex c of etag 001 and eota tr 02 compared to simplified design. European technical assessment eta10265 of 007201 english translation prepared by cstb original version in french language general part nom commercial. Icon in the bottom right corner of slides, 2, and 5.
Eota technical report tr 02, edition september 2010. The techncial report tr 02 design of bonded anchors is published in english on eota website. Addendum format of etas issued on the basis of the etag. The anchorages are designed in accordance with the eota technical report tr. Characteristics of sfn while tr 016 gives a short overview of benefits and drawbacks of sfn. Etag 005 part 1 liquid applied water proofing kits. Eota tr001 determination of impact resistance of pan. The powers anchoring systems contained in this design manual have been developed.
European technical assessment eta16044 of 12122016. Pdf from acve 1 at industrial university of ho chi minh city. General er 3 checklist for etagscuapsetas content and. Technicky a zkusebni ustav stavebni praha, s hilti. 8 n rk,s kn 2 46 67 2 126 16 242 282 44 partial safety factor g ms 1 1. Eota technical reports eota tr are developed as supporting reference documents to eota publications such as european technical approval guidelines. Eota technical report tr 02 september 2010, fpren 124. Hithy 200a + rebar o8, o10, o12, o14, o16, o20, o25. A new edition of an ead supersedes the previous one. Supplement scanning results with asbuilt or original design documents. 2003 eota tr003 determination of the watertightness 2004 eota tr004 determination of the resistance to delami. Pdf design and installation of postinstalled reinforcements. Eota tr 023 pi rebar eta13004 24 months 24 months shelf life 104 adhesive anchors.
These documents can be downloaded from the eota home page under publications. Guideline for design of postinstalled anchors for use in. 02 design of bonded anchors under the responsibility of an engineer experienced in anchorages and. Characteristic resistance for threaded rods under shear load in concrete applies the same way than given in eta160143 displacements in tension and shear for threaded. This evaluation is for anchorages in normal weight concrete with a strength of at least c 2025 and at most c 5060 used for normal structures under fire. Tr 02 design of bonded anchors edition september 2010 or cents. Eota tr 045 etaannex c6 displacements under tension and shear loads etag 001.
Tr 025 report on frequency and network planning parameters related to dab+. Version corresponds fully to the version circulated within eota. Annexes b1 & c safety in case of fire reaction to fire. 1 for larger clearance hole in the fixture see tr 02 section 1.
A manual air cleaning mac for all hole diameters do. The manufacturer shall only use raw materials supplied with the relevant inspection documents as. Eota technical report tr 02 design of bonded anchors10 or in accordance. The design is only valid if the clearance hole in the. By p mahrenholtz annex c of etag 001 2006 for mechanical anchors and based on eota tr 02 2010 for chemical anchors. Checking the transfer of loads into the base material is required in accordance with eota tr 02, section 7. They are especially developed within ead development projects, when the assessment methods are relevant for multiple eads. Technical reports and details of revisions to etags contained in historyprogress files and a full list of etas. 2 action load on each anchor neglected because sum of components is directed. Notation unit threaded rod m8 m10 m12 m16 m20 m24 m27 m30 steel failure carbon steel characteristic resistance, strength class 5. Applications in concrete are designed according to the eota tr 02.
Eota technical report tr045 ultimate tensile strength. Be lists etags endorsed by the commission downloadable, along with technical reports and details of revisions to etags contained in historyprogress files and a full list of etas awarded to date. Annex c and eota tr 02 are covered by this technical report. Eota was assigned a key role in the transition from the former product approval system under the construction products directive the cpd4 to the new cpr performance. This eota tr is a living document and has to be amended step by step taking into account new aspects for dangerous substances in products, received e. Eota etag 02_april 2013 page 2 table of contents 1 scope of the etag 3 1. 1 common terms relating to the construction products directive 7 1. Etag 001, part5 1, cents 124 2 and tr 02 6 anchor qualification and design provisions. The hilti manual pump may be used for blowing out bore holes up to diameters. 1 etag 001 metal anchors for use in concrete parts 1 5 o part 1 general. 8 n rk,s kn 18 2 42 58 78 123 152 177 281 characteristic resistance, strength class 8. The importance of the new en 124 standard for the design. Notation unit scpro threaded rod m8 m10 m12 m14 m16 m20 m22 m24 m30 steel failure carbon steel characteristic resistance, strength class 5. For the meaning of the npd option regarding er3, see eota tr 034 general.
Eota technical report tr 045 design of metal anchors under seismic action. This eota technical report fire resistance tests for cavity barriers has been prepared by 1egolf technical committee 2 fire resistance in response to a request from eota working group 11. The design method given in this technical report is based on annex c with. Asessments until they will be replaced by european assessment documents. Published international design codes and documents. 2004 7 evaluation of anchorages in concrete concerning resistance to fire.
Tr 02 for studs tr 020 eota, tr 045 eta10030 annex c1, c2 eta10030 annex c5. This means load re distribution on the anchors due to elastic. This eota technical report has been prepared by the approval body kiwa to define testing procedures in support of the cuap 01. Information contained in this documents shall be read in conjunction with the provisions and guidelines set out in. Anchors qualified for multiple use for nonstructural applications according to etag 001, part 6 are not covered by this document. Technical report design of metal anchors for use in. Eta 15066 of 121115 page 7 of 1 3 assessment and verification of constancy of performance hereinafter avcp system applied, with references to its legal base. Design and installation of postinstalled reinforcements core. Etadanmark as trade name of the construction product. Safe anchorage by the system of qualification, approval.
Accordance with the eota technical report tr 027 only. Allows reduction of anchorage lengths for some applications considered in eota tr 023 2. Replacing eota technical reports tr 023, 2006 or acceptance criteria ac. Eota tr 004determination of the resistance to delamination. Etag 0056 page 5 iso 0731 textiles test methods for nonwovens part 1. Of postinstalled rebar is limited by eota tr 023 15 to.
Etag 001 for metal anchors and eota tr 02 for bonded anchors. 2 hygiene, health and the environment refer to product label & safety data sheet ec 1072006 reach safety in use eta13037 eta. On 22 april 2021, the eota members got together virtually for their 18th general assembly. Member of eota european technical assessment eta170740 of 20181023 i general part technical assessment body issuing the eta and designated according to article 2 of the regulation eu no. Reinforcement bars can be found in the relevant approval documents. European technical assessment eta10030 of 01102015.
The design method given in this anchor fastening technology manual is based on. 3 assumed working life of the construction product 6 1. Eota technical reports eota tr are developed as supporting reference documents to eota publications such as european technical approval guidelines etag and european assessment documents ead. The anchorages are designed in accordance with the eota technical report tr 02 design of bonded.
2004 eota tr00 determination of the resistance to sliding 2004. Pure150pro pure epoxy anchor temp ºc gel set dry set wet 5 to 2 h 50 h 100 h 10 to 1 0 min 30 h 60 h 20 to 2 30 min 10 h 20 h. For the first time, eota welcomed an observer from across the atlantic, the international code council evaluation service icces, headquartered in the united states and represented by its president shahin moinian. F120 a fire resistance rating provides the duration of fire exposure for which the anchor product is qualified. Eota tr2 design of bonded anchors free download as pdf file.
These pages are part of the anchor fastening technology manual issue september. The anchorages are designed in accordance with the eota technical report tr 02 design of bonded anchors under the responsibility of an engineer. This declaration of performance is issued under the sole responsibility of the manufacturer identified in point 4. Category 2 installation in dry or wet concrete or in flooded hole. The anchorages are designed in accordance with the eota technical report tr 02 design of. Anchor design anchor design safety concept depending on the application and the anchor type one of. Assessment procedure for durability of thin metallic. Design of metal anchors for use in concrete under seismic. Detailed calculation output is provided in pdf format for saving and printing. Timeline for the development of european assessment. 038 edition august 2012 is used as substituting document of the chapters related to durability assessment of thin metallic composite panels hereafter tmcp contained in an etag. Regional approval tr 04 tr 045 en 124 eta static fire seismic.
The anchorages are designed in accordance with the eota technical report tr 02 design. Minimum member thickness, edge distance and spacing dimension de la cheville m8 m10 m12 m16 m20 m24 min. Technical report evaluation of anchorages in concrete. European technical assessment eta170740 of 20181023.
Products complying with european standards or approvals are marked with the ce marking. By dtw looi cited by 2 published international design codes and documents. Member thickness mm h min,min 100 110 126 164 210 248 h min,max. 8 n rk,s k 18 2 42 78 122 176 230 280 characteristic resistance, strength class 8. European assessment documents eads are harmonised technical specifications. Postinstalled reinforcing bars may be used as anchor designed in accordance with the eota technical reports tr 02 and tr 045only. Tr 02 design of bonded anchors 20, which covers the design for bonded. Still valid under consideration of eota tr 055 to be used for applicability of test results. 8 n rk,s kn 2 46 67 125 16 282 368 44 partial safety factor g ms 1 1. Postinstalled reinforcing bars may be used as anchor designed in accordance with the eota technical report tr 02 only.
The list below provides for titles of eads adopted in eota and for which first etas have been issued. Seismic design of rebar as anchor and rebar as rebar 1 ead 330087000601 includes the assessment of static and fire performance of p. The anchorages are designed in accordance with the eota technical report tr 02. 8 the technical report tr 02 design of bonded anchors is published in. The performance of the product identified in points 1 and 2 is in conformity with the declared performance in point 6. European assessment documents eads, valid throughout all european union states. Iso 0733 textiles test methods for nonwovens part 3. Eota european organisation for technical assessments formerly. Pt is responsible for the amendment of this document. Blow out again with manual pump at least 4 times until return air stream is. Technical details of dvbt2 regarding network and frequency planning, and in particular differences to dvbt, can be found in the ebu dvbt2 report ebu tech 3348. The technical report tr 02 design of bonded anchors is published in. This edition replaces edition june 2010 of etag 02. Concrete overlay or shear dowel connections or the connections of a wall predominantly loaded by shear and.
This conversion comprised all etags but etag 016, etag 021, etag 023, etag 024, etag 025, etag 031, etag 033 and etag 035. This is report 02 of the major fires investigation project conducted by tridata corporation under contract emw88c264 to the united states firs administration, federal emergency management agency. Eota tr023 assessment of post installed rebar connections. Eota tr2 design of bonded anchors strength of materials. 3 annex d, etag 001 annex c or eota tr02 design methodologies.
1687 1155 963 1529 67 77 696 301 968 380 774 1308 974 940 178 283 1061 1830 1702 1606 1451 1617 1109