EN 1991-2 (2003) (English): Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges [Authority: The European Union Per Regulation 305/2011
ENV 1991-2-3:1995. Analyse. La présente partie de l´Eurocode 1 donne les charges de neige à introduire dans les calculs de stabilité des structures.
ENV 1991-2-7. Août 1998. ICS 91.010.30. Version Française. Eurocode 1: Bases de calcul et actions sur les structures -. Partie 2-7: Actions sur les
4 sept. 2000 La présente norme expérimentale d'une part
2. Classification des charges calorifiques. Annexe E introduction. Différentiation de la durée d'exposition au feu. Page 6. Page AP-4. ENV 1991-2-2:1995.
EN 1991-2 (2003) (English): Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges [Authority: The European Union Per Regulation 305/2011
Cette Norme Européenne EN 1991-2:2003 a été adoptée comme Norme Eurocode 1: Actions sur les structures - Partie 2: Actions sur les ponts dues au trafic.
La présente norme expérimentale d'une part reproduit intégralement l'ENV 1991-2-1 approuvée par le. Comité Européen de Normalisation (CEN) en tant que norme
Destiné à remplacer l' EN 1991-2:2003. Version Française. Eurocode 1 - Actions sur les structures - Partie 2: Actions sur les ponts et autres ouvrages du
Prononcé à l'Assemblée nationale par monsieur Gérard D. Levesque ministre des Finances
EN 1991-1-2 describes the thermal and mechanical actions for the structural design of buildings exposed to fire including the following aspects: Safety requirements EN 1991-1-2 is intended for clients (e g for the formulation of their specific requirements) designers contractors and relevant authorities
en 1991-2:2003 (e) 4 5 9 load model for abutments and walls adjacent to bridges 65 section 6 rail traffic actions and other actions specifically for railway
models for road and rail traffic as defined in CYS EN 1991-2 and its National Annex NA 2 6 Clause 4 1(1) Models for loaded lengths greater than 200m Load models for loaded lengths greater than 200m should be defined by the relevant Authority for the individual project
BS EN 1991-2:2003 Incorporating Corrigendum No 1 National Annex to BS EN 1991-2:2003 Incorporating Corrigendum No 1 BSI 2008 Eurocode 1: Actions on structures – Part 2: Traf?c loads on bridges Eurocode 2 Design of concrete structures BS EN 1992-1-1:2004 Incorporating Corrigendum January 2008 National Annex to BS EN 1992-1-1:2004 BSI 2005
Additional information specific for EN 1991-1-1 EN 1991-1-1 gives design guidance and actions for the structural design of buildings and civil engineering works including the following aspects: - densities of construction materials and stored materials; self-weight of construction elements and imposed loads for buildings
Load models defined in EN 1991-2 should be used for the design of road bridges with loaded lengths less than 200 m The length of 200 m corresponds to the maximum length taken into account
of EN 1991-1-2 Annex E The aim of this paper is to present the methodology used in this tool and to show an example of application The fire resistance of a steel beam submitted to compartment fires which supports a non-collaborating concrete slab in a compartment is estimated in case of an unprotected and a protected steel section
CYS EN 1991-2:2003 Eurocode 1: Actions on structures Part 2: Traffic loads on bridges This National Annex has been approved by the Board of Governors of the Cyprus Organisation for Standardisation on 11/06/2010 National Annex to CYS EN 1991-2:2003 Eurocode 1: Actions on structures Part 2: Traffic loads on bridges
EN 1991-4:2006 (E) Foreword This document (EN 1991-4:2006) has been prepared by Technical Committee CENfTC2S0 "Structural Eurocode" the secretariat of which is held by BSI This document shall be given the status of a national standard either by publication of an identical text or by
of EN 1991-2 NOTE 2 Symbols notations and models of construction loads are those defined in EN 1991-1-6 NOTE 3 Guidance may be given in the National Annex with regard to the use of Table 2 1 (design working life) NOTE 4 Most of the combination rules defined in clauses A2 2 2 to A2 2 5 are simplifications intended to avoid
Additional information specific for EN 1991-1-1 EN 1991-1-1 gives design guidance and actions for the structural design of buildings and civil engineering works including the following aspects: – densities of construction materials and stored materials ; – self-weight of construction elements and – imposed loads for buildings 4