EN 40-3-2:2013
(Main)Lighting columns - Part 3-2: Design and verification - Verification by testing
Lighting columns - Part 3-2: Design and verification - 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.
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).
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 EN 1990:2002, Anhang D.
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 - Partie 3-2: Conception et vérification - 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
Relations
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
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
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
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
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 exceed the value given in
EN 40-3-3:2013, Table 4. 6.3 Structural requirements Structural requirements are as follows: a) For steel and aluminium lighting columns the residual deflection after removal of the test load shall be no greater than 10 % of the deflection caused by the test load. b) For concrete lighting columns the residual deflection after removal of the test load shall be no greater than 20 % of the deflection caused by the test load. c) For fibre reinforced polymer composite lighting columns the residual deflection after removal of the test load shall be no greater than 5 % of the deflection caused by the test load. 6.4 Minimum ultimate requirement The minimum ultimate load achieved shall be not less than the test load multiplied by the factor γu and shall be the greatest value obtained for the cross-sections listed in 6.5. The factor γu shall be obtained from the following formula: SIST EN 40-3-2:2013
is the actual strength of material in the lighting column I is the specified inertia IT
is the inertia of the test lighting column γt
is the test factor, equal toγf partial safety factor for wind loads given in EN 40-3-3:2013, 5.4 and Table 1. The ratios shall not be included if less than 1. Where more than one material, or batch of material, is used in construction of the test lighting column, the highest ratio shall be adopted. For metal lighting columns fyT shall be taken as either the yield stress or if a yield phenomenon is not present, the 0,2 % proof stress non proportional extension shall be used. For concrete lighting columns fyT shall be as defined in EN 40-4 and shall be determined from test pieces cast at the same time and from the same batch as the test lighting column. For fibre reinforced polymer composite lighting columns fyT shall be as defined in EN 40-7 and shall be determined from appropriate testing of a significant batch of columns. 6.5
Critical cross-sections
The adequacy of the strength of the lighting column under test shall be checked at the following cross sections: a) the point at which the lighting column is fixed (normally at ground level); b) the lower edge of the door opening. If the positions of the door and brackets can be changed relative to each other and are not specified, the lower edge of th
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