iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
SIST

SIST EN 1990:2023/oprA1:2024

(Amendment)

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

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
Public Enquiry End Date
29-Jun-2024
ICS
91.010.30 - Technical aspects
Technical Committee
KON - Structures
Current Stage
4020 - Public enquire (PE) (Adopted Project)
Start Date
04-Apr-2024
Due Date
22-Aug-2024
Ref Project
EN 1990:2023/prA1 - Eurocode - Basis of structural and geotechnical design - Part 1: New structures

Relations

Amends
SIST EN 1990:2023 - Eurocode - Basis of structural and geotechnical design
Effective Date
12-Jul-2023

Buy Standard

EN 1990:2023/oprA1:2024EN 1990:2023/oprA1:2024
PreviousNext
Draft
EN 1990:2023/oprA1:2024
English language
50 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Standards Content (Sample)

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
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

This May Also Interest You

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

(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.

  • Standard
    160 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 1992-1-2:2024(Main)
Eurocode 2 - Design of concrete structures – Part 1-2: Structural fire design
EN 1992-1-2:2023

(1) This document deals with the design of concrete structures for the accidental situation of fire
exposure and is intended to be used in conjunction with EN 1992-1-1 and EN 1991-1-2:—1. This
document identifies differences from, or supplements to, normal temperature design.
(2) This document applies to concrete structures required to fulfil a loadbearing function, separating
function, insulation function or all of them.
(3) This document gives principles and application rules for the design of structures for specified
requirements in respect of the aforementioned functions and the levels of performance.
(4) This document applies to structures, or parts of structures, that are within the scope of
EN 1992-1-1 and are designed accordingly.

  • Standard
    88 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 1996-3:2024(Main)
Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures
EN 1996-3:2023

(1) This document provides simplified calculation methods to facilitate the design of the following
unreinforced masonry walls, subject to certain conditions of application:
— walls subjected to vertical and wind loading;
— walls subjected to concentrated loads;
— shear walls;
— basement walls subjected to lateral earth pressure and vertical loading;
— walls subjected to lateral loading but not subjected to vertical loading.
NOTE 1 For those types of masonry structures or parts of structures not covered by (1), the design can be based
on EN 1996-1-1.
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.

  • Standard
    39 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 1992-1-1:2024(Main)
Eurocode 2 - Design of concrete structures - Part 1-1: General rules and rules for buildings, bridges and civil engineering structures
EN 1992-1-1:2023

This standard gives the general basis for the design of structures in plain, reinforced and prestressed concrete made with normal weight, lightweight and heavyweight aggregates together with specific rules for buildings, bridges and civil engineering structures, including temporary structures, under temperature conditions between –40 °C and +100 °C generally. It 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 Basis of structural and geotechnical design.
EN 1992 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.
This Part 1-1 does not cover:
− resistance to fire (see EN 1992-1-2),
− fastenings in concrete (see EN 1992-4),
− seismic design (see EN 1998),
− particular aspects of special types of civil engineering works (such as dams, pressure
vessels),
− design with galvanised reinforcing steel,
− structures made with no-fines concrete, aerated or cellular concrete, lightweight aggregate
concrete with open structure components,
− structures containing structural steel sections (see EN 1994 for composite steel-concrete
structures),
− Structural parts made of concrete with D_lower < 8 mm, unless otherwise stated in the code.

  • Standard
    402 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 1999-1-3:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-3: Structures susceptible to fatigue
EN 1999-1-3:2023

1.1 Scope of EN 1999-1-3
(1) This document gives the basis for the design of aluminium alloy structures subject to fatigue in the ultimate limit state.
(2) This document gives rules for:
- safe life design;
- damage tolerant design;
- design assisted by testing.
(3) This document does not cover pressurized containment vessels or pipework.
1.2 Assumptions
(1) The general assumptions of EN 1990 apply.
(2) The provisions of EN 1999-1-1 apply.
(3) EN 1999-1-3 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), relevant parts in EN 1992 to EN 1999, EN 1090-1 and EN 1090-3 for requirements for execution, and ENs, EADs and ETAs for construction products relevant to aluminium structures.

  • Standard
    125 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 1999-1-1:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-1: General rules
EN 1999-1-1:2023

EN 1999 applies to the design of buildings and civil engineering and structural works made of aluminium. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in EN 1990 – Basis of structural design.
EN 1999 is only concerned with requirements for resistance, serviceability, durability and fire resistance of aluminium structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered.
EN 1999 is intended to be used in conjunction with:
—   EN 1990 Basis of structural design
—   EN 1991 Actions on structures
—   European Standards for construction products relevant for aluminium structures
—   EN 1090-1: Execution of steel structures and aluminium structures – Part 1: Requirements for conformity assessment of structural components
—   EN 1090-3: Execution of steel structures and aluminium structures – Part 3: Technical requirements for aluminium structures.
EN 1999-1-1 gives basic design rules for structures made of wrought aluminium alloys and limited guidance for cast alloys.
The following limits are recommended – if not otherwise explicitly stated in this standard:
   components with material thickness not less than 0,6 mm;
   welded components with material thickness not less than 1,5 mm;
   connections with:
—   steel bolts and pins with diameter not less than 5 mm;
—   aluminium bolts and pins with diameter not less than 8 mm;
—   rivets and thread forming screws with diameter not less than 3,9 mm

  • Standard
    371 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 1999-1-5:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-5: Shell structures
EN 1999-1-5:2023

1.1   Scope of EN 1999 1 5
(1)   EN 1999 1 5 applies to the structural design of aluminium structures, stiffened and unstiffened, that have the form of a shell of revolution or of a round panel in monocoque structures.
(2)   EN 1999 1 5 covers additional provisions to those given in the relevant parts of EN 1999 for design of aluminium structures.
NOTE    Supplementary information for certain types of shells is given in EN 1993 1 6 and the relevant application parts which include:
-   Part 3-1 for towers and masts;
-   Part 3-2 for chimneys;
-   Part 4-1 for silos;
-   Part 4-2 for tanks;
-   Part 4-3 for pipelines.
(4)   The provisions in EN 1999 1 5 apply to axisymmetric shells (cylinders, cones, spheres) and associated circular or annular plates, beam section rings and stringer stiffeners, where they form part of the complete structure.
(5)   Single shell panels (cylindrical, conical or spherical) are not explicitly covered by EN 1999 1 5. However, the provisions can be applicable if the appropriate boundary conditions are duly taken into account.
(6)   Types of shell walls covered in EN 1999 1 5 can be (see Figure 1.1):
-   shell wall constructed from flat rolled sheet with adjacent plates connected with butt welds, termed ‘isotropic’;
-   shell wall with lap joints formed by connecting adjacent plates with overlapping sections, termed lap-jointed;
-   shell wall with stiffeners attached to the outside, termed ‘externally stiffened’ irrespective of the spacing of stiffeners;
-   shell wall with the corrugations running up the meridian, termed ‘axially corrugated’;
-   shell wall constructed from corrugated sheets with the corrugations running around the shell circumference, termed ‘circumferentially corrugated’.
(7)   The provisions of EN 1999 1 5 are intended to be applied within the temperature range defined in EN 1999 1 1. The maximum temperature is restricted so that the influence of creep can be neglected. For structures subject to elevated temperatures associated with fire see EN 1999 1 2.
(8)   EN 1999 1 5 does not cover the aspect of leakage.
1.2   Assumptions
(1)   The general assumptions of EN 1990 apply.
(2)   The provisions of EN 1999 1 1 apply.
(3)   The design procedures are valid only when the requirements for execution in EN 1090 3 or other equivalent requirements are complied with.
(4)   For the design of new structures, prEN 1999 (all parts) is intended to be used, for direct application, together with EN 1990, EN 1991, EN 1992, EN 1993, EN 1994, EN 1995, EN 1997 and EN 1998.
(5)   EN 1999 (all parts) is intended to be used in conjunction with:
-   European Standards for construction products relevant for aluminium structures
-   EN 1090 1: Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components
-   EN 1090 3: Execution of steel structures and aluminium structures – Part 3: Technical requirements for aluminium structures

  • Standard
    75 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 1999-1-2:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-2: Structural fire design
EN 1999-1-2:2023

1.1   Scope of EN 1999-1-2
(1)   EN 1999-1-2 deals with the design of aluminium structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1999-1-1, EN 1999-1-2, EN 1999-1-3, EN 1999-1-4 and EN 1999-1-5. This document only identifies differences from, or supplements to, normal temperature design.
(2)   EN 1999-1-2 applies to aluminium structures required to fulfil a load bearing function.
(3)   EN 1999-1-2 gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned function and the levels of performance.
(4)   EN 1999-1-2 applies to structures, or parts of structures, that are within the scope of EN 1999 1 1 and are designed accordingly.
(5)   The methods given in EN 1999-1-2 are applicable to the following aluminium alloys:
EN AW-3004 - H34   EN AW-5083 - O and H12   EN AW-6063 - T5 and T6
EN AW-5005  -  O and H34   EN AW-5454 - O and H34   EN AW-6082 - T4 and T6
EN AW-5052  - H34      EN AW-6061 - T6   
(6)   The methods given in EN 1999-1-2 are applicable also to other aluminium alloy/tempers of EN 1999 1-1, if reliable material properties at elevated temperatures are available or the simplified assumptions in 5.2.1 are applied.
1.2   Assumptions
(1)   In addition to the general assumptions of EN 1990, the following assumptions apply:
-   the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation.
-   any active and passive fire protection systems taken into account in the design will be adequately maintained.
(2)   For the design of new structures, EN 1999 is intended to be used, for direct application, together with EN 1990, EN 1991, EN 1992, EN 1993, EN 1994, EN 1995, EN 1997, EN 1998 and EN 1999.
(3)   EN 1999 is intended to be used in conjunction with:
-   European Standards for construction products relevant for aluminium structures
-   EN 1090-1, Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components
-   EN 1090-3, Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures

  • Standard
    55 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 1999-1-4:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-4: Cold-formed structural sheeting
EN 1999-1-4:2023

1.1   Scope of EN 1999-1-4
(1)P   This document gives design requirements for cold-formed trapezoidal aluminium sheeting. It applies to cold-formed aluminium products made from hot rolled or cold rolled sheet or strip that have been cold-formed by such processes as cold-rolled forming or press-breaking.
NOTE 1   The rules in this part complement the rules in other parts of EN 1999-1.
NOTE 2    The execution of aluminium structures made of cold-formed structures for roof, ceiling, floor and wall applications is covered in EN 1090-5.
(2)   This document gives methods for stressed-skin design using aluminium sheeting as a structural diaphragm.
(3)   This document does not apply to cold-formed aluminium profiles like C- and Z- profiles nor cold-formed and welded circular or rectangular hollow sections.
(4)   This document gives methods for design by calculation and for design assisted by testing. The methods for the design by calculation apply only within stated ranges of material properties and geometrical properties for which sufficient experience and test evidence is available. These limitations do not apply to design by testing.
(5)   This document does not cover load arrangement for loads during execution and maintenance.
1.2   Assumptions
(1) For the design of new structures, prEN 1999 (all parts) is intended to be used, for direct application, together with EN 1990, EN 1991, EN 1992, EN 1993, EN 1994, EN 1995, EN 1997 and EN 1998.
EN 1999 (all parts) is intended to be used in conjunction with:
-   European Standards for construction products relevant for aluminium structures
-   EN 1090-1: Execution of steel structures and aluminium structures – Part 1: Requirements for conformity assessment of structural components
-   EN 1090-5: Technical requirements for cold-formed structural aluminium elements and cold-formed structures for roof, ceiling, floor and wall applications

  • Standard
    83 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 1990:2023(Main)
Eurocode - Basis of structural and geotechnical design
EN 1990:2023

(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 intended to be used in conjunction with the other Eurocodes for the design of buildings and civil engineering works, including temporary structures.
(3) This document describes the basis for structural and geotechnical design and verification according to the limit state principle.
(4) Design and verification 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.
(5) This document is applicable for:
—   structural appraisal of existing construction;
—   developing the design of repairs, improvements and alterations;
—   assessing changes of use.
(6) This document is applicable for the design of structures where materials or actions outside the scope of EN 1991 to EN 1999 are involved.
NOTE   In this case additional or amended provisions can be necessary.

  • Standard
    172 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    115 pages
    English language
    sale 10% off
    e-Library read for
    1 day