Eurocode - Basis of structural and geotechnical design - Part 1: New structures

(1) This document establishes principles and requirements for the safety, serviceability, robustness and durability of structures, including geotechnical structures, appropriate to the consequences of failure.
(2) This document is also applicable for existing structures
NOTE         Additional provisions are given in prEN 1990-2.
(3) This document is intended to be used in conjunction with the other Eurocodes for buildings and civil engineering works, including temporary structures.
(4) This document describes the basis for structural and geotechnical verification according to the limit state principle.
(5) The verification methods in this document are based primarily on the partial factor method.
NOTE 1   Alternative methods are given in the other Eurocodes for specific applications.
NOTE 2   The Annexes to this document also provide general guidance concerning the use of alternative methods.
(6) This document is also applicable for structures where materials or actions outside the scope of EN 1991 (all parts) to EN 1999 (all parts) are involved.
NOTE   In this case, additional or amended provisions can be necessary.

Eurocode - Grundlagen der Planung von Tragwerken und geotechnischen Bauwerken - Teil 1: Neubauten

Eurocode - Bases des calculs structuraux et géotechniques - Partie 1 : Structures neuves

Evrokod - Osnove projektiranja konstrukcij in geotehničnega projektiranja - 1. del: Nove konstrukcije

General Information

Status

Not Published

Publication Date

16-Oct-2025

ICS

91.010.30 - Technical aspects

Technical Committee

CEN/TC 250 - Structural Eurocodes

Drafting Committee

CEN/TC 250/SC 10 - EN 1990 Basis of structural design

Current Stage

4020 - Submission to enquiry - Enquiry

Start Date

14-Mar-2024

Due Date

31-May-2024

Completion Date

14-Mar-2024

Ref Project

SIST EN 1990:2023/oprA1:2024 - Eurocode - Basis of structural and geotechnical design - Part 1: New structures

Relations

Amends

EN 1990:2023 - Eurocode - Basis of structural and geotechnical design

Effective Date

12-Jul-2023

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EN 1990:2023/oprA1:2024

SLOVENSKI STANDARD
SIST EN 1990:2023/oprA1:2024
01-junij-2024
Evrokod - Osnove projektiranja konstrukcij in geotehničnega projektiranja - 1. del:
Nove konstrukcije
Eurocode - Basis of structural and geotechnical design - Part 1: New structures
Eurocode - Grundlagen der Planung von Tragwerken und geotechnischen Bauwerken -
Teil 1: Neubauten
Eurocode - Bases des calculs structuraux et géotechniques - Partie 1 : Structures
neuves
Ta slovenski standard je istoveten z: EN 1990:2023/prA1
ICS:
91.010.30 Tehnični vidiki Technical aspects
SIST EN 1990:2023/oprA1:2024 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------
SIST EN 1990:2023/oprA1:2024

---------------------- Page: 2 ----------------------
SIST EN 1990:2023/oprA1:2024

DRAFT
EUROPEAN STANDARD
EN 1990:2023
NORME EUROPÉENNE

EUROPÄISCHE NORM
prA1
March 2024
ICS 91.010.30
English Version

Eurocode - Basis of structural and geotechnical design -
Part 1: New structures
Eurocode - Bases de calcul des structures et Eurocode - Grundlagen der Planung von Tragwerken
géotechniques - Partie 1 : Nouveaux structures und geotechnischen Bauwerken - Teil 1: Neubauten
This draft amendment is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee CEN/TC 250.

This draft amendment A1, if approved, will modify the European Standard EN 1990:2023. If this draft becomes an amendment,
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for inclusion of
this amendment into the relevant national standard without any alteration.

This draft amendment was established by CEN 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, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and
United Kingdom.

Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.

Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.

EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2024 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1990:2023/prA1:2024 E
worldwide for CEN national Members.

---------------------- Page: 3 ----------------------
SIST EN 1990:2023/oprA1:2024
prEN 1990-1:2024 (E)
Contents Page
European foreword . 3
1 Modification to the title . 4
2 Modifications to the Introduction . 4
3 Modifications to 1.1, Scope of prEN 1990-1 . 5
4 Modifications to 1.2, Assumptions . 6
5 Modifications to 3.1, Terms and definitions . 6
6 Modifications to 3.2, Symbols and abbreviations .11
7 Modifications to 6.1.2.1, General .12
8 Modifications to 6.2, Material and product properties .12
9 Modifications to 8.3.3.8, Partial factors .12
10 Modifications to A.1.2, Scope and field of application .12
11 Modifications to A.1.6.2, Serviceability limit states (SLS) .13
12 Modifications to A.1.7, Partial factors for ultimate limit states (ULS) .14
13 Modifications t
...

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SIST EN 1992-1-1:2024

1.1    Scope of FprEN 1992-1-1
(1)   This document gives the general basis for the design of structures in plain, reinforced and prestressed concrete made with normal weight, lightweight and heavyweight aggregates. It gives specific rules for buildings, bridges and civil engineering structures, including temporary structures; additional requirements specific to bridges are given in Annex K. The rules are valid under temperature conditions between −40 °C and +100 °C generally. This document complies with the principles and requirements for the safety, serviceability, durability and robustness of structures, the basis of their design and verification that are given in EN 1990.
(2)   This document is only concerned with the requirements for resistance, serviceability, durability, robustness and fire resistance of concrete structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered.
(3)    This document does not cover:
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