iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
CEN

prEN 1993-1-4

(Main)

Eurocode 3 - Design of steel structures - Part 1-4: Stainless steel structures

Eurocode 3 - Design of steel structures - Part 1-4: Stainless steel structures

1.1   Scope of prEN 1993-1-4
This document provides supplementary rules for the structural design of steel structures that extend and modify the application of EN 1993-1-1, EN 1993-1-3, EN 1993-1-5 and EN 1993-1-8 to austenitic, duplex (austenitic-ferritic) and ferritic stainless steels.
NOTE 1   Austenitic-ferritic stainless steels are commonly known as duplex stainless steels. The term duplex stainless steel is used in this document.
NOTE 2   Information on the durability of stainless steels is given in Annex A.
NOTE 3   The execution of stainless steel structures is covered in EN 1090-2 and EN 1090-4.
1.2   Assumptions
Unless specifically stated, EN 1990, EN 1991 (all parts), EN 1993-1-1, EN 1993-1-3, EN 1993-1-5 and EN 1993-1-8 apply.
The design methods given in prEN 1993-1-4 are applicable if
-   the execution quality is as specified in EN 1090-2 and EN 1090-4, and
-   the construction materials and products used are as specified in EN 1993-1-1, EN 1993-1-3, EN 1993 1-5 and EN 1993-1-8, or in the relevant material and product specifications.

Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-4: Tragwerke aus nichtrostenden Stählen

1.1   Anwendungsbereich von prEN 1993 1 4
(1) Dieses Dokument enthält ergänzende Regeln für die Tragwerksbemessung von Stahlbauten, die die Anwendung von EN 1993 1 1, EN 1993 1 3, EN 1993 1 5 und EN 1993 1 8 auf austenitische nichtrostende Stähle, (austenitisch-ferritische) nichtrostende Duplexstähle und ferritische nichtrostende Stähle erweitern und abändern.
ANMERKUNG 1   Austenitisch-ferritische nichtrostende Stähle sind allgemein bekannt als nichtrostende Duplexstähle. In dieser Norm wird die Benennung nichtrostender Duplexstahl verwendet.
ANMERKUNG 2   Informationen zur Dauerhaftigkeit von nichtrostenden Stählen sind in Anhang A enthalten.
ANMERKUNG 3   Die Ausführung von Tragwerken aus nichtrostenden Stählen wird in EN 1090 2 und EN 1090 4 behandelt.
1.2   Voraussetzungen
(1) Sofern nicht spezifisch angegeben, gelten EN 1990, EN 1991 (alle Teile), EN 1993 1 1, EN 1993 1 3, EN 1993 1 5 und EN 1993 1 8.
(2) Die in prEN 1993 1 4 angegebenen Bemessungsverfahren sind anwendbar, wenn
-   die Qualität der Ausführung den Festlegungen von EN 1090 2 und EN 1090 4 entspricht, und
-   die verwendeten Baustoffe und Bauprodukte den Festlegungen von EN 1993 1 1, EN 1993 1 3, EN 1993 1 5 und EN 1993 1 8, oder den maßgebenden Baustoff- und Produktspezifikationen entsprechen.

Eurocode 3 - Calcul des structures en acier - Partie 1-4: Structures en aciers inoxydables

1.1   Domaine d'application du prEN 1993-1-4
Le présent document donne des règles supplémentaires pour le dimensionnement des structures en acier, qui élargissent et modifient l'application de l'EN 1993-1-1, de l'EN 1993-1-3, de l'EN 1993-1-5 et de l'EN 1993-1-8 aux aciers inoxydables austénitiques, duplex (austéno-ferritiques) et ferritiques.
NOTE 1   Les aciers inoxydables austéno-ferritiques sont communément appelés aciers inoxydables duplex. Le terme acier inoxydable duplex est utilisé dans le présent document.
NOTE 2   Des informations sur la durabilité des aciers inoxydables sont données dans l'Annexe A.
NOTE 3   L'exécution des structures en acier inoxydable est traitée dans l'EN 1090-2 et dans l'EN 1090-4.
1.2   Hypothèses
Sauf indication contraire, l'EN 1990, l'EN 1991 (toutes les parties), l'EN 1993-1-1, l'EN 1993-1-3, l'EN 1993-1-5 et l'EN 1993-1-8 s'appliquent.
Les méthodes de calcul données dans le prEN 1993-1-4 sont applicables si :
-   la qualité de l'exécution est telle que spécifiée dans l'EN 1090-2 et l'EN 1090-4 ; et
-   les matériaux et produits de construction sont tels que spécifiés dans l'EN 1993-1-1, l'EN 1993-1-3, l'EN 1993 1-5 et l'EN 1993-1-8 ou dans les spécifications de matières et de produits applicables.

Evrokod 3 - Projektiranje jeklenih konstrukcij - 1-4. del: Nerjavne jeklene konstrukcije

General Information

Status
Not Published
Publication Date
24-Oct-2021
ICS
91.010.30 - Technical aspects
91.080.13 - Steel structures
Technical Committee
CEN/TC 250 - Structural Eurocodes
Drafting Committee
CEN/TC 250/SC 3/WG 4 - Evolution of EN 1993-1-4 - Stainless stee
Current Stage
4060 - Closure of enquiry - Enquiry
Start Date
22-Jun-2023
Due Date
17-Jul-2020
Completion Date
22-Jun-2023
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
M/517 - Mandate addressed to CEN, CENELEC and ETSI for the programming and development of Horizontal Service Standards
Ref Project
oSIST prEN 1993-1-4:2023 - Eurocode 3 - Design of steel structures - Part 1-4: Stainless steel structures

Relations

Revises
EN 1993-1-4:2006 - Eurocode 3 - Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels
Effective Date
19-Jan-2023

Buy Standard

prEN 1993-1-4:2023prEN 1993-1-4:2023
PreviousNext
Draft
prEN 1993-1-4:2023
English language
61 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Standards Content (Sample)

SLOVENSKI STANDARD
oSIST prEN 1993-1-4:2023
01-maj-2023
Evrokod 3 - Projektiranje jeklenih konstrukcij - 1-4. del: Nerjavne jeklene
konstrukcije
Eurocode 3 - Design of steel structures - Part 1-4: Stainless steel structures
Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-4: Tragwerke aus
nichtrostenden Stählen
Eurocode 3 - Calcul des structures en acier - Partie 1-4: Structures en aciers inoxydables
Ta slovenski standard je istoveten z: prEN 1993-1-4
ICS:
77.140.20 Visokokakovostna jekla Stainless steels
91.010.30 Tehnični vidiki Technical aspects
91.080.13 Jeklene konstrukcije Steel structures
oSIST prEN 1993-1-4:2023 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------
oSIST prEN 1993-1-4:2023

---------------------- Page: 2 ----------------------
oSIST prEN 1993-1-4:2023


DRAFT
EUROPEAN STANDARD
prEN 1993-1-4
NORME EUROPÉENNE

EUROPÄISCHE NORM

March 2023
ICS 91.010.30; 91.080.13 Will supersede EN 1993-1-4:2006
English Version

Eurocode 3 - Design of steel structures - Part 1-4: Stainless
steel structures
Eurocode 3 - Calcul des structures en acier - Partie 1-4: Eurocode 3 - Bemessung und Konstruktion von
Règles générales - Règles supplémentaires pour les Stahlbauten - Teil 1-4: Allgemeine Bemessungsregeln -
aciers inoxydables Ergänzende Regeln zur Anwendung von
nichtrostender Stählen
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 1993-1-4:2023 E
worldwide for CEN national Members.

---------------------- Page: 3 ----------------------
oSIST prEN 1993-1-4:2023
prEN 1993-1-4:2023 (E)

Contents Page
European foreword . 4
0 Introduction . 5
1 Scope . 8
1.1 Scope of EN 1993-1-4 . 8
1.2 Assumptions . 8
2 Normative references . 8
3 Terms, definitions and symbols . 9
3.1 Terms and definitions . 9
3.2 Symbols and abbreviations . 9
4 Basis of design . 12
4.1 General rules .
...

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

CEN
EN 1993-1-3:2024(Main)
Eurocode 3 - Design of steel structures - Part 1-3: Cold-formed members and sheeting
kSIST FprEN 1993-1-3:2023

1.1   Scope of prEN 1993-1-3
(1) This document provides rules for structural design of cold-formed steel members and sheeting.
(2) This document applies to cold-formed steel products made from coated or uncoated hot- or cold-rolled sheet or strip, which have been cold-formed by processes such as roll-forming or press braking. It also covers sheeting and members which are curved during fabrication by continuous bending or roll-forming. Sheeting which has the curvature created by crushing the inner flanges is not included. This document is also applicable to the design of profiled steel sheeting for composite steel and concrete slabs at the construction stage, see EN 1994. The execution of steel structures made of cold-formed steel members and sheeting is covered in EN 1090 4. Provisions for bolted connections are provided in EN 1090 2.
NOTE   The rules in prEN 1993 1 3 complement the rules in other parts of EN 1993 1.
(3) Methods are also given for stressed-skin design, using steel sheeting as a structural diaphragm.
(4) This document does not apply to cold-formed circular and rectangular structural hollow sections supplied to EN 10219, for which reference is made to EN 1993 1 1 and EN 1993 1 8.
(5) This document provides methods for design by calculation and for design assisted by testing. The methods for design by calculation apply only within the stated ranges of material properties and geometric proportions, for which sufficient experience and test evidence is available. These limitations do not apply to design assisted by testing.
1.2   Assumptions
(1) Unless specifically stated, EN 1990, EN 1991 (all parts) and EN 1993 1 1 apply.
(2) The design methods given in prEN 1993 1 3 are applicable if:
-   the execution quality is as specified in EN 1090 4, the execution quality of bolted connections is as specified in EN 1090 2, and
-   the construction materials and products are as specified in the relevant parts of EN 1993 (all parts), or in the relevant material and product specifications.
(2) EN 1993 is intended to be used in conjunction with:
-   the parts of EN 1992 to EN 1999 where steel structures or steel components are referred to within those documents;
-   EN, EAD and ETA standards for construction products relevant to steel structures.

  • Draft
    208 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1993-1-8:2024(Main)
Eurocode 3 - Design of steel structures - Part 1-8: Joints
kSIST FprEN 1993-1-8:2023

1.1   Scope of FprEN 1993-1-8
(1) FprEN 1993-1-8 provides rules for structural design of joints subject to predominantly static loading using all steel grades from S235 up to and including S700, unless otherwise stated in individual clauses.
NOTE   As an alternative to the design rules provided in Clause 9, the design rules given in CEN/TR 1993-1-801 "Eurocode 3: Design of steel structures - Part 1 801: Hollow section joints design according to the component method" can be used.
(2) The provisions in this document apply to steels complying with the requirements given in EN 1993 1 1 and to material thickness greater than or equal to 3 mm, unless otherwise stated in individual clauses.
1.2   Assumptions
(1) Unless specifically stated, EN 1990, EN 1991 (all parts) and the other relevant parts of EN 1993-1 (all parts) apply.
(2) The design methods given in FprEN 1993-1-8 are applicable if:
-   the execution quality is as specified in EN 1090-2,
and
-   the construction materials and products used are as specified in the relevant parts of EN 1993 (all parts), or in the relevant material and product specifications.

  • Draft
    197 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1993-1-2:2024(Main)
Eurocode 3 - Design of steel structures - Part 1-2: Structural fire design
kSIST FprEN 1993-1-2:2023

1.1   Scope of prEN 1993-1-2
(1) This document provides rules for the design of steel structures for the accidental situation of fire exposure. This Part of EN 1993 only identifies differences from, or supplements to, normal temperature design.
(2) This document applies to steel structures required to fulfil a loadbearing function.
(3) This document does not include rules for separating function.
(4) This document gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned function and the levels of performance.
(5) This document applies to structures, or parts of structures, that are within the scope of EN 1993 1 1 and are designed accordingly.
(6) This document is intended to be used in conjunction with EN 1991-1-2, EN 1993-1-1, EN 1993 1-3, EN 1993-1-4, EN 1993-1-5, EN 1993-1-6, EN 1993-1-7, EN 1993-1-8, EN 1993-1-11, EN 1993-1-13 or EN 1993-1-14.
1.2   Assumptions
(1) Unless specifically stated, EN 1990, EN 1991(all parts) and EN 1993-1-1 apply.
(2) The design methods given in prEN 1993-1-2 are applicable if
-   the execution quality is as specified in EN 1090-2 and/or EN 1090-4, and
-   the construction materials and products used are as specified in prEN 1993-1-1:2020, Table 5.1 and Table 5.2 and in prEN 1993-1-3:2022, Table 5.1 and Table 5.2, or in the relevant material and product specifications.
(3) 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 fire protection measure taken into account in the design will be adequately maintained.

  • Draft
    91 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1993-1-5:2024(Main)
Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements
kSIST FprEN 1993-1-5:2023

1.1   Scope of EN 1993-1-5
(1) This document provides rules for structural design of stiffened and unstiffened nominally flat plates which are subject to in-plane forces.
(2) Non-uniform stress distributions due to shear lag, in-plane load introduction and plate buckling are covered. The effects of out-of-plane loading are outside the scope of this document.
NOTE 1   The rules in this part complement the rules for class 1, 2, 3 and 4 sections, see EN 1993-1-1.
NOTE 2   For the design of slender plates which are subject to repeated direct stress and/or shear and also fatigue due to out-of-plane bending of plate elements ("breathing"), see EN 1993-2 and EN 1993-6.
NOTE 3   For the effects of out-of-plane loading and for the combination of in-plane effects and out-of-plane loading effects, see EN 1993-2 and EN 1993-1-7.
(3) Single plate elements are considered as nominally flat where the curvature radius r in the direction perpendicular to the compression satisfies, as illustrated in Figure 1.1:
r≥b^2/t   (1.1)
where
b   is the panel width;
t   is the plate thickness.
Figure 1.1 - Definition of plate curvature
1.2   Assumptions
(1) Unless specifically stated, EN 1990, the EN 1991 series and EN 1993-1-1 apply.
(2) The design methods given in EN 1993-1-5 are applicable if
-   the execution quality is as specified in EN 1090-2 and
-   the construction materials and products used are as specified in the relevant parts of the EN 1993 series or in the relevant material product specifications.

  • Draft
    73 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1993-1-13:2024(Main)
Eurocode 3 - Design of steel structures - Part 1-13: Beams with large web openings
kSIST FprEN 1993-1-13:2023

1.1   Scope of EN 1993-1-13
1.1.1   General
(1) This document gives supplementary provisions that extend the application of EN 1993-1-1 and EN 1993-1-5 to the design of rolled and welded steel sections with various shapes of web openings. The following cases are considered:
-   rolled or welded beams with single or widely spaced web openings;
-   rolled or welded beams with closely spaced web openings;
-   cellular beams with circular openings made by cutting and re-welding two parts of steel sections that may be different in dimensions;
-   beams with hexagonal and sinusoidal openings made by cutting and re-welding two parts of steel sections that may be different in dimensions.
(2) This document applies to uniform members with I or H profiles, which are symmetric about the weak axis. It does not apply to non-prismatic or curved beams although the same principles can apply.
(3) This document applies to steel beams with web openings that are subjected to sagging (positive) or to hogging (negative) bending moments.
(4) This document covers the verification of the resistance at the openings and their effects on the global behaviour of the beam, including lateral torsional buckling.
(5) Alternative methods are presented for beams with circular openings and with sinusoidal openings in which the forces and resistances are calculated by increments around or along the openings and which are suitable for computer methods.
(6) This document applies to web slenderness, hw/tw, not exceeding 121ε. The local checks at and between adjacent openings apply to web slenderness up to this limit. The material parameter ε is defined in EN 1993-1-1:2022, 5.2.5 (2).
NOTE   The limit of 121ε is the limit of a Class 4 web for a steel section with equal flanges. It is used as a convenient limit for the application of this document, including mono-symmetric sections.
(7) This document does not cover fatigue. In case of fatigue, EN 1993-1-9 applies.
(8) This document does not cover fire design. For the design in case of fire, EN 1993-1-2 applies.
(9) This document does not cover the buckling verification of members with web openings under axial force.
1.1.2   Shapes of web openings
(1) The different shapes of web openings that are considered in this document are shown in Figure 1.1.
Figure 1.1 - Different shapes of web openings in steel beams
1.1.3   Stiffened openings
(1) This document also covers openings in the web of beams that are reinforced by longitudinal stiffeners and/or transverse stiffeners on one or both sides of the web, see Figure 1.2.
NOTE   The National Annex can give rules for alternative types of stiffener.
Figure 1.2 - Stiffening of openings in beam webs
1.2   Assumptions
(1) Unless specifically stated, EN 1990, the EN 1991 series and EN 1993-1-1 apply.
(2) The design methods given in EN 1993-1-13 are applicable if:
-   the execution quality is as specified in EN 1090-2, and
-   the construction materials and products used are as specified in the relevant parts of the EN 1993 series, or in the relevant material and product specifications.

  • Draft
    43 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1993-1-1:2022(Main)
Eurocode 3 - Design of steel structures - Part 1-1: General rules and rules for buildings
SIST EN 1993-1-1:2023

1.1   Scope of FprEN 1993 1 1
(1) FprEN 1993 1 1 gives basic design rules for steel structures.
(2) It also gives supplementary provisions for the structural design of steel buildings. These supplementary provisions are indicated by the letter "B" after the paragraph number, thus (  )B.
1.2   Assumptions
(1) The assumptions of EN 1990 apply to FprEN 1993 1 1.
(2) EN 1993 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), the parts of EN 1992 to EN 1999 where steel structures or steel components are referred to within those documents, EN 1090 2, EN 1090 4 and ENs, EADs and ETAs for construction products relevant to steel structures.

  • Standard
    120 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
CEN/TS 1993-1-101:2022(Main)
Eurocode 3: Design of steel structures - Part 1-101: Alternative interaction method for members in bending and compression
SIST-TS CEN/TS 1993-1-101:2023

(1) This document provides an alternative method for the stability verification of steel members under compression axial force and bending moment, with reference to EN 1993 1 1.
NOTE   For the applicability of this document, see Clause 4.
(2) The method given in this document applies to uniform steel members with double symmetric cross-section under axial compression force and bi-axial bending.

  • Technical specification
    9 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Technical specification
    9 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1993-1-4:2006/A2:2020(Amendment)
Eurocode 3 - Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels
SIST EN 1993-1-4:2007/A2:2021

DOP of 12 months

  • Amendment
    4 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1993-4-1:2007/A1:2017(Amendment)
Eurocode 3 - Design of steel structures - Part 4-1: Silos
SIST EN 1993-4-1:2007/A1:2017

DOP of 12 months! * 2017-03-22 FJD - No xml version as mother version was not originally published as xml.

  • Amendment
    26 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1993-4-2:2007/A1:2017(Amendment)
Eurocode 3 - Design of steel structures - Part 4-2: Tanks
SIST EN 1993-4-2:2007/A1:2017

DOP of 12 months!
2017-03-29 FJD - No xml version as the mother standard EN 1993-4-2:2007 was not edited as an xml deliverable.

  • Amendment
    13 pages
    English language
    sale 10% off
    e-Library read for
    1 day