iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
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

Eurocode 3 - Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels

DOP of 12 months

Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-4: Allgemeine Bemessungsregeln - Ergänzende Regeln zur Anwendung von nichtrostender Stählen

Eurocode 3 - Calcul des structures en acier - Partie 1-4: Règles générales - Règles supplémentaires pour les aciers inoxydables

Evrokod 3: Projektiranje jeklenih konstrukcij - 1-4. del: Splošna pravila - Dodatna pravila za nerjavna jekla

General Information

Status
Published
Publication Date
22-Dec-2020
Withdrawal Date
30-Dec-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 - Eurocode 3: Design of steel structures
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
23-Dec-2020
Completion Date
23-Dec-2020
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
93/68/EEC - Council Directive amending Dir. 87/404/EEC (simple pressure vessels), 88/378/EEC (safety of toys), 89/106/EEC (construction products), 89/336/EEC (electromagnetic compatibility), 89/392/EEC (machinery), 89/686/EEC (personal protective equipment), 90/384/EEC (automatic weighing instruments), 90/385/EEC (active implantable medicinal devices), 90/396/EEC (appliances burning gaseous fuels), 91/263/EEC (telecommunications terminal equipment), 92/42/EEC and 73/23/EEC
Mandate
M/265 - Mandate to CEN for the conversion of the Eurocodes from ENV into EN concerning the structural and geotechnical design of buildings and civil engineering works
M/BC/CEN/89/11 - Framework mandate to CEN on Eurocode work : execution of a standardization programme on Eurocodes for the structural design of building and civil engineering works
Ref Project
SIST EN 1993-1-4:2007/A2:2021 - Eurocode 3 - Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels

Relations

Amends
EN 1993-1-4:2006 - Eurocode 3 - Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels
Effective Date
23-Oct-2019

Buy Standard

EN 1993-1-4:2007/A2:2021EN 1993-1-4:2007/A2:2021
PreviousNext
Amendment
EN 1993-1-4:2007/A2:2021
English language
4 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 1993-1-4:2007/A2:2021
01-februar-2021
Evrokod 3: Projektiranje jeklenih konstrukcij - 1-4. del: Splošna pravila - Dodatna
pravila za nerjavna jekla
Eurocode 3 - Design of steel structures - Part 1-4: General rules - Supplementary rules
for stainless steels
Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-4: Allgemeine
Bemessungsregeln - Ergänzende Regeln zur Anwendung von nichtrostender Stählen
Eurocode 3 - Calcul des structures en acier - Partie 1-4: Règles générales - Règles
supplémentaires pour les aciers inoxydables
Ta slovenski standard je istoveten z: EN 1993-1-4:2006/A2:2020
ICS:
77.140.20 Visokokakovostna jekla Stainless steels
91.010.30 Tehnični vidiki Technical aspects
91.080.13 Jeklene konstrukcije Steel structures
SIST EN 1993-1-4:2007/A2:2021 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------
SIST EN 1993-1-4:2007/A2:2021

---------------------- Page: 2 ----------------------
SIST EN 1993-1-4:2007/A2:2021


EN 1993-1-4:2006/A2
EUROPEAN STANDARD

NORME EUROPÉENNE

December 2020
EUROPÄISCHE NORM
ICS 91.010.30; 91.080.13
English Version

Eurocode 3 - Design of steel structures - Part 1-4: General
rules - Supplementary rules for stainless steels
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 amendment A2 modifies the European Standard EN 1993-1-4:2006; it was approved by CEN on 20 November 2020.

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. Up-to-date lists and bibliographical references
concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN
member.

This amendment exists 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, Turkey and
United Kingdom.





EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre:
...

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 1993-1-8:2024(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 1993-1-3:2024(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 1993-1-2:2024(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 1993-1-13:2024(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 1993-1-5:2024(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 1993-1-1:2022(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 1993-4-1:2007/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
CEN
EN 1993-1-6:2007/A1:2017(Amendment)
Eurocode 3 - Design of steel structures - Part 1-6: Strength and Stability of Shell Structures
SIST EN 1993-1-6:2007/A1:2017

DOP of 12 months!

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