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prEN 1991-1-1

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Eurocode 1 - Actions on structures - Part 1-1: Specific weight of materials, self-weight of construction works and imposed loads on buildings

Eurocode 1 - Actions on structures - Part 1-1: Specific weight of materials, self-weight of construction works and imposed loads on buildings

(1) EN 1991-1-1 gives rules on the following aspects related to actions, which are relevant to the structural design of buildings and civil engineering works including some geotechnical aspects:
-   specific weight of construction materials and stored materials;
-   self-weight of construction works;
-   imposed loads for buildings.
(2) Mean values for specific weight of specific construction materials, additional materials for bridges, stored materials and products are given. In addition, for specific materials and products the angle of repose is provided.
(3) Methods for the assessment of the characteristic values of self-weight of construction works are given.
(4) Characteristic values of imposed loads are given for the following areas in buildings according to the category of use:
-   residential, social, commercial and administration areas;
-   areas for archive, storage and industrial activities;
-   garage and vehicle traffic areas (excluding bridges);
-   roofs;
-   stairs and landings;
-   terraces and balconies.
NOTE   The loads on traffic areas given in this standard refer to vehicles up to a gross vehicle weight of 160 kN. Further information can be obtained from prEN 1991-2:2021.
(5) Characteristic values of horizontal loads on parapets and partition walls acting as barriers are provided.
NOTE   Forces due to vehicle impact are specified in EN 1991-1-7 and prEN 1991-2:2021.
1.2   Assumptions
(1) The general assumptions of FprEN 1990:2022 apply.
(2) EN 1991-1-1 is intended to be used with EN 1990, the other Parts of EN 1991 and the other Eurocode parts for the design of structures.

Eurocode 1 - Einwirkungen auf Tragwerke - Teil 1-1: Allgemeine Einwirkungen - Wichte von Baustoffen und Lagergütern, Eigengewicht von Bauwerken und Nutzlasten im Hochbau

1.1   Anwendungsbereich von EN 1991-1-1
(1) EN 1991-1-1 enthält zu den folgenden Aspekten im Zusammenhang mit Einwirkungen Regelungen, die für den Entwurf und die Bemessung von Tragwerken für Hoch- und Ingenieurbauten einschließlich einiger geotechnischer Gesichtspunkte von Bedeutung sind:
-   Wichten von Baustoffen und Lagergütern;
-   Eigengewicht von Bauwerken;
-   Nutzlasten im Hochbau.
(2) Es werden Mittelwerte für die Wichte bestimmter Baustoffe, zusätzlicher Werkstoffe für Brücken, Lagergüter und Produkte angegeben. Des Weiteren werden für bestimmte Schüttgüter und Produkte die Böschungswinkel angegeben.
(3)  Für die Bestimmung der charakteristischen Werte des Eigengewichtes von Bauwerksteilen und Bauwerken werden Verfahren angegeben.
(4) Charakteristische Werte für Nutzlasten werden entsprechend der Nutzungskategorie für die folgenden Bereiche in Hochbauten angegeben:
-   Wohnungen, Versammlungsräume, Geschäfts- und Verwaltungsräume;
-   Archive, Lagerflächen und Flächen für industrielle Nutzung;
-   Parkhäuser und Bereiche mit Fahrzeugverkehr (ausgenommen Brücken);
-   Dächer;
-   Treppen und Podeste;
-   Terrassen und Balkone.
ANMERKUNG   Die in dieser Norm angegebenen Lasten für Bereiche mit Fahrzeugverkehr beziehen sich auf Fahrzeuge mit einem Gesamtgewicht bis 160 kN. Weitere Angaben können prEN 1991-2:2021 entnommen werden.
(5) Charakteristische Werte für Horizontallasten an Brüstungen und Trennwänden, die als Absturzsicherungen dienen, werden angegeben.
ANMERKUNG   Anpralllasten für Fahrzeuge sind in EN 1991-1-7 und prEN 1991-2:2021 festgelegt.
1.2   Annahmen
(1) Es gelten die allgemeinen Annahmen von FprEN 1990:2022.
(2) Es ist Intention, dass EN 1991-1-1 zusammen mit EN 1990, den weiteren Teilen von EN 1991 und den anderen Teilen des Eurocode für die Tragwerksplanung angewendet wird.

Eurocode 1 - Actions sur les structures - Partie 1-1 : Poids spécifique des matériaux, poids propre des ouvrages et charges d’exploitation des bâtiments

1.1   Domaine d'application de l'EN 1991-1-1
(1) L’EN 1991-1-1 donne des règles pour les aspects suivants relatifs aux actions, qui portent sur le calcul structural des bâtiments et des ouvrages de génie civil, y compris certains aspects géotechniques :
-   poids volumique des matériaux de construction et matériaux stockés ;
-   poids propre des ouvrages ;
-   charges d'exploitation pour les bâtiments.
(2) Des valeurs moyennes sont données pour le poids volumique de matériaux de construction spécifiques, de matériaux supplémentaires pour les ponts, et de matériaux et produits stockés. En outre, pour des matériaux et produits spécifiques, l'angle de talus naturel est donné.
(3) Les méthodes d'évaluation des valeurs caractéristiques du poids propre des ouvrages sont données.
(4) Les valeurs caractéristiques des charges d'exploitation sont données pour les zones de bâtiment suivantes en fonction de la catégorie d'usage :
-   zones résidentielles, sociales, commerciales et administratives ;
-   espaces d'archivage et de stockage, et surfaces affectées à des activités industrielles ;
-   garages et aires de circulation accessibles aux véhicules (hors ponts) ;
-   toitures ;
-   escaliers et paliers ;
-   terrasses et balcons.
NOTE   Les charges sur les aires de circulation données dans la présente norme concernent les véhicules d'un poids total autorisé en charge ne dépassant pas 160 kN. Des informations complémentaires peuvent être obtenues dans le prEN 1991-2:2021.
(5) Les valeurs caractéristiques sont données pour les charges horizontales sur les garde-corps et les murs de séparation agissant comme barrières.
NOTE   Les forces dues aux chocs de véhicules sont spécifiées dans l'EN 1991-1-7 et le prEN 1991-2:2021.
1.2   Hypothèses
(1)   Les hypothèses générales données dans le FprEN 1990:2022 s'appliquent.
(2) L'EN 1991-1-1 est destinée à être utilisée avec l’EN 1990, les autres parties de l’EN 1991 et les autres parties de l'Eurocode pour le calcul des structures.

Eurocode 1 - Vplivi na konstrukcije - 1-1. del: Specifična teža materialov, lastna teža konstrukcijskih del in koristne obtežbe stavb

General Information

Status
Not Published
Publication Date
15-Aug-2024
ICS
91.010.30 - Technical aspects
Technical Committee
CEN/TC 250 - Structural Eurocodes
Drafting Committee
CEN/TC 250/SC 1/WG 7 - Evolution of EN 1991-1-1, EN 1991-1-6, EN 1991-1-7 and EN 1991-3
Current Stage
4599 - Dispatch of FV draft to CMC - Finalization for Vote
Start Date
10-May-2024
Due Date
15-Feb-2024
Completion Date
10-May-2024
Directive
305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
Mandate
M/515 - Mandate for amending existing Eurocodes and extending the scope of structural Eurocodes
Ref Project
oSIST prEN 1991-1-1:2023 - Eurocode 1 - Actions on structures - Part 1-1: Specific weight of materials, self-weight of construction works and imposed loads on buildings

Relations

Revises
EN 1991-1-1:2002 - Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings
Effective Date
18-Jan-2023

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SLOVENSKI STANDARD
oSIST prEN 1991-1-1:2023
01-maj-2023
Eurocode 1 - Vplivi na konstrukcije - 1-1. del: Specifična teža materialov, lastna
teža konstrukcijskih del in koristne obtežbe stavb
Eurocode 1 - Actions on structures - Part 1-1: Specific weight of materials, self-weight of
construction works and imposed loads on buildings
Eurocode 1 - Einwirkungen auf Tragwerke - Teil 1-1: Allgemeine Einwirkungen - Wichte
von Baustoffen und Lagergütern, Eigengewicht von Bauwerken und Nutzlasten im
Hochbau
Eurocode 1 - Actions sur les structures - Partie 1-1 : Poids spécifique des matériaux,
poids propre des ouvrages et charges d’exploitation des bâtiments
Ta slovenski standard je istoveten z: prEN 1991-1-1
ICS:
91.010.30 Tehnični vidiki Technical aspects
91.040.01 Stavbe na splošno Buildings in general
oSIST prEN 1991-1-1:2023 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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oSIST prEN 1991-1-1:2023

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oSIST prEN 1991-1-1:2023


DRAFT
EUROPEAN STANDARD
prEN 1991-1-1
NORME EUROPÉENNE

EUROPÄISCHE NORM

March 2023
ICS 91.010.30 Will supersede EN 1991-1-1:2002
English Version

Eurocode 1 - Actions on structures - Part 1-1: General
actions - Specific weight of materials, self-weight of
construction works and imposed loads for buildings
Eurocode 1 - Actions sur les structures - Partie 1-1: Eurocode 1 - Einwirkungen auf Tragwerke - Teil 1-1:
Actions générales - Poids volumiques, poids propres, Allgemeine Einwirkungen auf Tragwerke - Wichten,
charges d'exploitation bâtiments Eigengewicht und Nutzlasten im Hochbau
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 250.

If this draft becomes a European Standard, 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.

This draft European Standard 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
© 2023 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 1991-1-1:2023 E
worldwide for CEN national Members.

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oSIST prEN 1991-1-1:2023
prEN 1991-1-1:2023 (E)
Contents Page
European foreword . 4
Introduction . 5
1 Scope . 7
1.1 Scope of EN 1991-1-1 . 7
1.2 Assumptions . 7
2 Normative references . 8
3 Terms, definitions and symbols . 8
3.1 Terms and definitions . 8
3.2 Sy
...

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NOTE 2   The rules given in this document are consistent with those given in EN 1996-1-1 but are more conservative in respect of the conditions and limitations of their use.
(2) This document applies only to those masonry structures, or parts thereof, that are described in EN 1996-1-1 and EN 1996-2.
(3) The simplified calculation methods given in this document do not cover the design of double-leaf walls.
(4) The simplified calculation methods given in this document do not cover the design for accidental situations.
1.2   Assumptions
(1) The assumptions of EN 1990 apply to this document.
(2) This document is intended to be used, for direct application, together with EN 1990, the EN 1991 series, EN 1996 1-1, EN 1996-1-2 and EN 1996-2.
(3) The rules given in this document assume that concrete floors are designed according to EN 1992-1-1.

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CEN
EN 1991-2:2023(Main)
Eurocode 1 - Actions on structures - Part 2: Traffic loads on bridges and other civil engineering works
SIST EN 1991-2:2024

(1)   This document defines imposed loads (models and representative values) associated with road traffic, pedestrian actions and rail traffic which include, when relevant, dynamic effects and centrifugal, braking and acceleration actions and actions for accidental design situations.
(2)   Imposed loads defined in this document are applicable for the design of new bridges, including piers, abutments, upstand walls, wing walls and flank walls, noise barriers, canopies etc., and their foundations. Where appropriate, the loads can also be considered as a basis for assessment or modification of existing structures in combination with complementary conditions if necessary.
(3)   The load models and values given in this document are also applicable for the design of retaining walls adjacent to roads and railway lines and the design of earthworks subject to road or rail traffic actions. This document also provides applicability conditions for specific load models.
(4)   This document is intended to be used with prEN 1990, the other parts of the EN 1991 series and the EN 1992 series to EN 1999 series for the design of structures.

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