SIST EN 40-3-2:2013
(Main)Lighting columns - Design and verification - Part 3-2: Verification by testing
Lighting columns - Design and verification - Part 3-2: Verification by testing
This European standard specifies the requirements for the verification of the design of steel, aluminium, concrete and fibre reinforced polymer composite lighting columns by testing. It gives type tests and so does not cover testing for quality control purposes. It applies to lighting columns of nominal height (including any bracket) not exceeding 20 m. Special structural designs to permit the attachment of signs, overhead wires, etc. are not covered by this European Standard. This European Standard includes a simplified method for testing steel and aluminium lighting columns. Refer to EN 40-4 for concrete lighting columns and to EN 40-7 for fibre reinforced polymer composite lighting columns. The requirements for lighting columns made from materials other than concrete, steel, aluminium or fibre reinforced polymer composite (for example wood, plastic and cast iron) are not specifically covered in this European Standard. This European Standard includes performance requirements for horizontal loads due to wind. Passive safety and the behaviour of a lighting column under the impact of a vehicle are not addressed. Such lighting columns will have additional requirements.
Lichtmaste - Teil 3-2: Bemessung und Nachweis - Nachweis durch Prüfung
Diese Europäische Norm legt die Anforderungen an den Nachweis der Bemessung durch Prüfung von Lichtmasten aus Stahl, Aluminium, Beton und faserverstärktem Polymerverbundstoff fest. Sie enthält Typprüfungen und aufgrund dessen werden Prüfungen zur Überwachung der Qualität nicht behandelt. Sie gilt für Lichtmaste (einschließlich jegliche Ausleger) mit einer Nennhöhe von bis zu 20 m. Besondere bauliche Bemessungen, um das Anbringen von Verkehrsschildern, Freileitungen usw. zu ermöglichen, werden nicht in dieser Europäischen Norm behandelt. Diese Europäische Norm enthält ein vereinfachtes Verfahren zur Prüfung von Lichtmasten aus Stahl und Aluminium. EN 40-4 befasst sich mit Lichtmasten aus Stahl und EN 40-7 mit Lichtmasten aus faserverstärktem Polymerverbundstoff.
ANMERKUNG Für ein ausführlicheres Prüfverfahren siehe Anhang D von EN 1990:2002.
Die Anforderungen an Lichtmaste aus anderen Werkstoffen als Beton, Stahl, Aluminium oder faserverstärktem Polymerverbundstoff (z. B. Holz, Kunststoff und Gusseisen) werden in dieser Europäischen Norm nicht besonders behandelt.
Diese Europäische Norm enthält Leistungsanforderungen hinsichtlich horizontaler Lasten aus Wind. Passive Sicherheit und das Verhalten eines Lichtmastes bei einem Anprall eines Fahrzeugs werden nicht behandelt. Für diese Lichtmaste gelten zusätzliche Anforderungen (siehe EN 12767).
Candélabres d'éclairage public - Conception et vérification - Partie 3-2: Vérification par essais
LLa présente Norme Européenne spécifie les exigences relatives à la vérification par essai de la conception des candélabres d'éclairage public en acier, en aluminium, en béton et en composite polymère renforcé de fibres. Elle présente des essais type et ne traite donc pas des essais effectués dans le cadre d'un contrôle qualité. Elle s’applique aux candélabres d’éclairage public d’une hauteur nominale (avec la crosse) ne dépassant pas 20 m. Les conceptions structurelles particulières permettant de fixer des panneaux de signalisation, des fils aériens, etc., ne sont pas traitées dans la Norme européenne.
La présente Norme Européenne inclut une méthode simplifiée pour soumettre à l’essai les candélabres d’éclairage public en acier et en aluminium. Se référer à l’EN 40-4 pour les candélabres d’éclairage public en béton et à l’EN 40-7 pour les candélabres d'éclairage public en composite polymère renforcé de fibres.
NOTE Pour une procédure d’essai plus détaillée, se référer à l’Annexe D de l’EN 1990:2002.
Les exigences relatives aux candélabres d'éclairage public réalisés dans d'autres matériaux que le béton, l'acier, l'aluminium ou le composite polymère renforcé de fibres (par exemple le bois, le plastique et la fonte) ne sont pas spécifiquement traitées dans la présente Norme européenne.
La présente Norme européenne inclut les exigences de performance pour les charges horizontales dues au vent. La sécurité passive et le comportement d'un candélabre d'éclairage public soumis à l'impact d'un véhicule ne sont pas abordés. Des exigences supplémentaires s’appliqueront à cette catégorie de candélabres (voir l’EN 12767).
Drogovi za razsvetljavo - Projektiranje in preverjanje - 3-2. del: Preverjanje s preskušanjem
Ta evropski standard določa zahteve za preverjanje projektiranja jeklenih, aluminijastih in betonskih drogov za razsvetljavo ter drogov za razsvetljavo iz vlaknatoarmiranega polimernega kompozita s preskušanjem. V njem so navedeni tipski preskusi, ne vključuje pa preskušanja za namene kontrole kakovosti. Velja za drogove za razsvetljavo nazivne višine (vključno z vsemi nosilci), ki ne presega 20 m. Posebno projektiranje konstrukcij, ki omogoča namestitev znakov, nadzemnih žic itd., ni obravnavano v tem evropskem standardu. Ta evropski standard vključuje poenostavljeno metodo za preskušanje jeklenih in aluminijastih drogov za razsvetljavo. Betonski drogi za razsvetljavo so obravnavani v standardu EN 40-4, drogi za razsvetljavo iz vlaknatoarmiranega polimernega kompozita pa v standardu EN 40-7. V tem evropskem standardu niso posebej obravnavane zahteve za drogove za razsvetljavo, ki niso izdelani iz betona, jekla, aluminija ali vlaknatoarmiranega polimernega kompozita (npr. les, plastika in železova litina). Ta evropski standard vključuje zahteve glede zmogljivosti za vodoravne obtežbe zaradi vetra. Pasivna varnost in učinek, ki ga ima trčenje vozila na drog za razsvetljavo, nista obravnavana. Za takšne drogove za razsvetljavo veljajo dodatne zahteve.
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Drogovi za razsvetljavo - Projektiranje in preverjanje - 3-2. del: Preverjanje s preskušanjemLichtmaste - Teil 3-2: Bemessung und Nachweis - Nachweis durch PrüfungCandélabres d'éclairage public - Conception et vérification - Partie 3-2: Vérification par essaisLighting columns - Design and verification - Part 3-2: Verification by testing93.080.40Street lighting and related equipment91.160.20Zunanja razsvetljava stavbExterior building lightingICS:Ta slovenski standard je istoveten z:EN 40-3-2:2013SIST EN 40-3-2:2013en,fr,de01-maj-2013SIST EN 40-3-2:2013SLOVENSKI
STANDARDSIST EN 40-3-2:20011DGRPHãþD
SIST EN 40-3-2:2013
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 40-3-2
February 2013 ICS 93.080.40 Supersedes EN 40-3-2:2000English Version
Lighting columns - Part 3-2: Design and verification - Verification by testing
Candélabres d'éclairage public - Partie 3-2: Conception et vérification - Vérification par essais
Lichtmaste - Teil 3-2: Bemessung und Nachweis - Nachweis durch Prüfung This European Standard was approved by CEN on 25 November 2012.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 40-3-2:2013: ESIST EN 40-3-2:2013
EN 40-3-2:2013 (E) 2 Contents Page Foreword . 3 1 Scope . 4 2 Normative references . 4 3 Terms and definitions . 4 4 Symbols . 4 5 Test loads . 5 6 Acceptance criteria . 5 6.1 General . 5 6.2 Serviceability requirements . 5 6.3 Structural requirements . 5 6.4 Minimum ultimate requirement . 5 6.5 Critical cross-sections . 6 6.6 Ultimate failure test (optional) . 7 7 Preparation for test . 7 8 Application of forces . 7 8.1 General . 7 8.2 Serviceability requirements . 7 8.2.1 Vertical deflection . 7 8.2.2 Horizontal deflection . 7 8.3 Structural requirements . 8 8.4 Minimum ultimate load test . 8 8.5 Ultimate failure test (optional) . 8 9 Test report . 8 10 Type test certificate . 8 11 Permissible modifications to type tested columns . 8 12 Fatigue requirements . 8 Annex A (normative)
Lighting columns: Report on type testing as specified in EN 40-3-2:2013 . 9 Annex B (normative)
Lighting columns: Certificate for the type test specified in EN 40-3-2:2013 . 12 Bibliography. 14
SIST EN 40-3-2:2013
EN 40-3-2:2013 (E) 3 Foreword This document (EN 40-3-2:2013) has been prepared by Technical Committee CEN/TC 50 “Lighting columns and spigots”, the secretariat of which is held by AFNOR. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by August 2013, and conflicting national standards shall be withdrawn at the latest by August 2013. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 40-3-2:2000. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association. There are seven parts to the series of standards EN 40 - Lighting columns, as follows: Part 1: Definitions and terms; Part 2 : General requirements and dimensions; Part 3: Design and verification: Part 3-1: Specification for characteristic loads; Part 3-2: Verification by testing; Part 3-3: Verification by calculation; Part 4: Requirements for reinforced and prestressed concrete lighting columns, Part 5: Requirements for steel lighting columns; Part 6: Requirements for aluminium lighting columns; Part 7: Requirements for fibre reinforced polymer composite lighting columns. According to the CEN/CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.
SIST EN 40-3-2:2013
EN 40-3-2:2013 (E) 4 1 Scope This European Standard specifies the requirements for the verification of the design of steel, aluminium, concrete and fibre reinforced polymer composite lighting columns by testing. It gives type tests and so does not cover testing for quality control purposes. It applies to lighting columns of nominal height (including any bracket) not exceeding 20 m. Special structural designs to permit the attachment of signs, overhead wires, etc. are not covered by this European Standard. This European Standard includes a simplified method for testing steel and aluminium lighting columns. Refer to EN 40-4 for concrete lighting columns and to EN 40-7 for fibre reinforced polymer composite lighting columns. NOTE For a more detailed test procedure, refer to Annex D of EN 1990:2002. The requirements for lighting columns made from materials other than concrete, steel, aluminium or fibre reinforced polymer composite (for example wood, plastic and cast iron) are not specifically covered in this European Standard.
This European Standard includes performance requirements for horizontal loads due to wind. Passive safety and the behaviour of a lighting column under the impact of a vehicle are not addressed. Such lighting columns will have additional requirements (see EN 12767). 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 40-1:1991, Lighting columns — Part 1: Definitions and terms EN 40-3-1:2013, Lighting columns — Part 3-1: Design and verification —Specification for characteristic loads EN 40-3-3:2013, Lighting columns — Part 3-3: Design and verification — Verification by calculation EN 40-4, Lighting columns — Part 4: Requirements for reinforced and prestressed concrete lighting columns EN 40-7, Lighting columns — Part 7: Requirements for fibre reinforced polymer composite lighting columns 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 40-1:1991 apply. 4 Symbols The following symbols are used in this European Standard. The definitions are abbreviated, the full definitions being given in the text. a Overall door opening length b Overall door opening width c Dimension from ground level to bottom of door opening fy Characteristic strength of material for design fyT Actual strength of test sample material as tested SIST EN 40-3-2:2013
EN 40-3-2:2013 (E) 5 h Nominal height of column w Bracket projection I Design value of second moment of area IT Actual second moment of area of test sample as measured γf Partial safety factor for loads from EN 40-3-3:2013, Table1 γt Test factor given in 6.4 as equal to γf γu Minimum ultimate load factor given in 6.4 5 Test loads The serviceability and structural test loads for the verification test are the characteristic dead and wind loads specified in EN 40-3-1:2013, Clauses 5 and 6. 6 Acceptance criteria 6.1 General If the following serviceability and structural requirements (see 6.2 and 6.3) are satisfied, the lighting column shall be deemed to have successfully passed the test and the design for that type of lighting column shall be verified. 6.2
Serviceability requirements Serviceability requirements are as follows: a) The vertical deflection of the luminaire connection caused by the vertical forces corresponding to the test load shall not exceed the value of 0,025 w (see EN 40-3-3:2013, 6.5.1). b) The temporary horizontal deflection of the luminaire connection caused during the load test by the incremental load due to the horizontal forces corresponding to the test load shall not excee
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