SIST EN 1520:2003/AC:2003

Prefabricated reinforced components of lightweight aggregate concrete with open structure

TC - Many modifications throughout the text (Clauses 7 and 8, A.2, Annex B, Annex ZA)

Vorgefertigte bewehrte Bauteile aus haufwerksporigem Leichtbeton

Produits préfabriqués armés en béton de granulats légers a structure ouverte

Armirani montažni elementi iz betona iz lahkega agregata z odprto strukturo

General Information

• Status: Withdrawn
• Publication Date: 31-Aug-2003
• Withdrawal Date: 19-Apr-2011
• ICS: 91.100.30 - Concrete and concrete products
• Technical Committee: BBB - Concrete, reinforced concrete and prestressed concrete
• Current Stage: 9900 - Withdrawal (Adopted Project)
• Start Date: 17-Feb-2011
• Due Date: 12-Mar-2011
• Completion Date: 20-Apr-2011
• Directive: 89/106/EEC - Construction products
• Ref Project: EN 1520:2002/AC:2003 - Prefabricated reinforced components of lightweight aggregate concrete with open structure

Relations

• Replaced By: SIST EN 1520:2011 - Prefabricated reinforced components of lightweight aggregate concrete with open structure
• Effective Date: 01-Jun-2011
• Corrects: SIST EN 1520:2003 - Prefabricated reinforced components of lightweight aggregate concrete with open structure
• Effective Date: 22-Dec-2008
• Corrects: SIST EN 1520:2003 - Prefabricated reinforced components of lightweight aggregate concrete with open structure
• Effective Date: 08-Jun-2022

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Armirani montažni elementi iz betona iz lahkega agregata z odprto strukturoVorgefertigte bewehrte Bauteile aus haufwerksporigem LeichtbetonProduits préfabriqués armés en béton de granulats légers a structure ouvertePrefabricated reinforced components of lightweight aggregate concrete with open structure91.100.30Beton in betonski izdelkiConcrete and concrete productsICS:Ta slovenski standard je istoveten z:EN 1520:2002/AC:2003SIST EN 1520:2003/AC:2003en01-september-2003SIST EN 1520:2003/AC:2003SLOVENSKI
STANDARD



SIST EN 1520:2003/AC:2003



EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1520:2002/ACMay 2003Mai 2003Mai 2003ICS: 91.100.30English versionVersion FrançaiseDeutsche FassungPrefabricated reinforced components of lightweight aggregateconcrete with open structureProduits préfabriqués armés en béton de granulats légers àstructure ouverteVorgefertigte bewehrte Bauteile aus haufwerksporigemLeichtbetonThis corrigendum becomes effective on 7 May 2003 for incorporation in the three official languageversions of the EN.Ce corrigendum prendra effet le 7 mai 2003 pour incorporation dans les trois versions linguistiquesofficielles de l'EN.Die Berichtigung tritt am 7. Mai 2003 zur Einarbeitung in die drei offiziellen Sprachfassungen der ENin Kraft.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2003 CENAll rights of exploitation in any form and by any means reserved worldwide for CEN national Members.Tous droits d'exploitation sous quelque forme et de quelque manière que ce soit réservés dans le monde entier auxmembres nationaux du CEN.Alle Rechte der Verwertung, gleich in welcher Form und in welchem Verfahren, sind weltweit den nationalen Mitgliedernvon CEN vorbehalten.Ref. No. EN 1520:2002/AC:2003 D/E/FSIST EN 1520:2003/AC:2003



EN 1520:2002/AC:2003 (E/F/D)2English VersionIn 7.1 the note has to be modified as follows:"NOTEThe evaluation methods are based on the principles of prEN 1992-1-1."In 7.3 the note has to be modified as follows:"NOTEThe actions are specified in EN 1990 and prEN 1991 (all parts)."In 8.2 the "f) environmental class" has to be deleted.In the note under the title of annex A has to be modified and added as follows:"NOTE 1The evaluation by calculation is based on the concept of prEN 1992-1-1 as faras possible. Some modifications have been made in order to take into account the specificmaterial properties/behaviour of LAC."NOTE 2
Design values to be used can be determined according to the provision of thisannex A, using the relevant partial safety factors.""NOTE 3
Characteristic values can be determined on the basis of calculation and begiven as declared values in the CE-marking, according to the relevant provisions in annex ZA.The declared values are based on the method 2 expressed in Guidance Paper L, clause3.3.3.2 (a)."In clause A.2 the note has to be deleted and the sentence in A.2 has to be extended as follows:"The partial safety factors are determined according to national regulations; recommendedvalues are given in informative annex C."After the title of annex B the following note has to be inserted as follows:"NOTE 1
Design values to be used can be determined according to the provision of thisannex B, using the relevant partial safety factors.""NOTE 2
Characteristic values can be determined on the basis of tests and be given asdeclared values in the CE-marking, according to the relevant provisions in annex ZA. Thedeclared values are based on the method 2, expressed in Guidance Paper L, clause 3.3.3.2(a).In clause B.1 the note has to be modified as follows:"NOTEGuidance for evaluation by testing can be found in EN 1990."In B.2.3 the note has to be deleted and the sentence in B.2.3 (1) P has to be extended as follows:"The partial safety factors are determined according to national regulations; recommendedvalues are given in informative annex C."The title of informative annex C has to be changed into"Recommended values for partial safety factors."The note after the title of annex C has to be extended by the following sentence:"The following values are recommended for use."SIST EN 1520:2003/AC:2003



EN 1520:2002/AC:2003 (E/F/D)3In clause ZA.1 the text in brackets (web site address) at the end of the note has to be changed asfollows:http://europa.eu.int/comm/enterprise/construction/internal/hygiene.htm)In clause ZA.3, Example 2, the text under "Mechanical strength" has to be modified as follows:"declared characteristic value of resisting axial compression force(*) by- calculation or testinge.g.
NRk.= 10 kN/m""Footnote(*): The design values are determined by using partial safety factors according tonational regulations. Recommended values are in given in informative annex C."(Add this footnote after the box which includes Example 2.)The clause "Bibliography" has to be replaced by the following:EN 1990, Eurocode: Basis of structural design.prEN 1991 (all parts), Eurocode 1: Actions on structures.prEN 1992-1-1, Eurocode 2: Design of concrete structures – Part 1: General rules and rulesfor buildingsGuidance Paper L, Application and use of Eurocodes.SIST EN 1520:2003/AC:2003



EN 1520:2002/AC:2003 (E/F/D)4Version françaiseEn 7.1 la note a été modifiée comme suit:"NOTELes méthodes d’évaluation sont basées sur les principes de prEN 1992-1-1."En 7.3 la note a été modifiée comme suit :"NOTELes actions sont spécifiées dans EN 1990 et prEN 1991 (toutes les parties)."En Clause 8.2 le "f) classe d’environnement" a été supprimé.La note sous le titre de l’annexe A a été modifiée et complétée comme suit:"NOTE 1L’évaluation par calcul est basée sur le concept de prEN 1992-1-1 autant quepossible. Quelques modifications ont été faites dans le but de prendre en compte lespropriétés/comportement spécifiques du LAC.NOTE 2: des valeurs d’études, utiles pour la conception des ouvrages, peuvent êtredéterminées suivant la condition de cette annexe A, en utilisant les coefficients partiels desécurité
concernés.NOTE 3 : Des valeurs caractéristiques peuvent être déterminées sur la base de calcul etpeuvent être données comme v
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