General Information

Abstract

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.

Status
Not Published
Publication Date
26-Aug-2027
Current Stage
4060 - Closure of enquiry - Enquiry
Start Date
20-Aug-2026
Due Date
14-Sep-2026
Completion Date
20-Aug-2026

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Overview

EN 1993-1-4:2025/prA1 is the draft amendment to CEN's Eurocode 3, Part 1-4, specifying rules for the structural design of stainless steel structures. This European Standard supplements and modifies the application of other parts of EN 1993, particularly EN 1993-1-1, EN 1993-1-3, EN 1993-1-5, and EN 1993-1-8, to address the unique properties of austenitic, duplex (austenitic-ferritic), and ferritic stainless steels.

Prepared by CEN/TC 250, this standard aims to harmonize the requirements and design methods for stainless steel structural elements across Europe, considering both material behavior and durability. The standard is intended for use together with related Eurocodes and applicable material and execution standards, ensuring complete and compliant structural designs in stainless steel.

Key Topics

EN 1993-1-4:2025/prA1 covers several critical aspects of stainless steel structure design:

  • Supplementary Rules: Extensions to general steel design to cover austenitic, duplex, and ferritic stainless steels.
  • Material Classification: Updates on how unlisted stainless steel grades can be classified for corrosion resistance using exposure trials and reference panels.
  • Structural Analysis and Design: Amendments to analysis procedures, including buckling calculations and imperfection effects, tailored for stainless steel.
  • Connection Design: Provisions for bolt preload and connection resistance, including options for higher preloads as specified by national annexes.
  • Durability and Corrosion Resistance: Criteria for assigning corrosion resistance classes (CRC), ensuring long-term performance in various environments.
  • Terms and Definitions: Clarifications on technical definitions, ensuring correct interpretation of requirements.
  • National Annexes: Guidance for national parameters and safety factors, allowing adaptation to regulatory needs.

Applications

This amendment to EN 1993-1-4 has practical applications in the design, execution, and assessment of diverse stainless steel structures, such as:

  • Buildings and Infrastructure: Structural frames, bridges, and other load-bearing elements where stainless steel's durability and corrosion resistance are critical.
  • Industrial and Public Projects: Facilities exposed to aggressive environments, such as chemical plants, coastal constructions, and transport infrastructure.
  • Architectural Structures: Façades, handrails, and architectural features, utilizing stainless steel’s aesthetic qualities and longevity.
  • Specialty Applications: Where hygiene, low maintenance, and high corrosion resistance are essential – such as food processing plants and medical facilities.

Designers and engineers must use EN 1993-1-4:2025/prA1 in conjunction with standards such as EN 1990 (Basis of structural design), EN 1991 (Actions on structures), and the relevant execution standards EN 1090-2 and EN 1090-4, ensuring compatibility in both materials and execution methods.

Related Standards

For thorough compliance and optimal performance in structural stainless steel design, refer to these closely related standards:

  • EN 1993-1-1: General rules and rules for buildings
  • EN 1993-1-3: Cold-formed members and sheeting
  • EN 1993-1-5: Plated structural elements
  • EN 1993-1-8: Joints
  • EN 1990: Basis of structural and geotechnical design
  • EN 1090-2 and EN 1090-4: Execution of steel and stainless steel structures
  • EN 10088: Stainless steel product standards and surface finish specifications

Using EN 1993-1-4:2025/prA1 ensures your structural stainless steel projects meet the latest European technical standards for safety, reliability, and durability, supporting sustainable and compliant engineering solutions.

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Effective Date
20-Jan-2026

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Frequently Asked Questions

EN 1993-1-4:2025/prA1 is a draft published by the European Committee for Standardization (CEN). Its full title is "Eurocode 3 - Design of steel structures - Part 1-4: Stainless steel structures". This standard covers: 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.

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.

EN 1993-1-4:2025/prA1 is classified under the following ICS (International Classification for Standards) categories: 91.010.30 - Technical aspects; 91.080.13 - Steel structures. The ICS classification helps identify the subject area and facilitates finding related standards.

EN 1993-1-4:2025/prA1 has the following relationships with other standards: It is inter standard links to EN 1993-1-4:2025. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.

EN 1993-1-4:2025/prA1 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.

Standards Content (Sample)


SLOVENSKI STANDARD
01-julij-2026
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: EN 1993-1-4:2025/prA1
ICS:
77.140.20 Visokokakovostna jekla Stainless steels
91.010.30 Tehnični vidiki Technical aspects
91.080.13 Jeklene konstrukcije Steel structures
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

DRAFT
EUROPEAN STANDARD
EN 1993-1-4:2025
NORME EUROPÉENNE
EUROPÄISCHE NORM
prA1
May 2026
ICS 91.010.30; 91.080.13
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
Structures en aciers inoxydables Stahlbauten - Teil 1-4: Tragwerke aus nichtrostenden
Stählen
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 1993-1-4:2025. 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
© 2026 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1993-1-4:2025/prA1:2026 E
worldwide for CEN national Members.

Contents Page
European foreword . 3
1 Modifications throughout the whole document . 4
2 Modifications to the Introduction . 4
3 Modifications to Clause 3, “Terms, definitions and symbols” . 5
4 Modifications to Clause 5, “Materials” . 5
5 Modifications to Clause 7, “Structural analysis” . 5
6 Modifications to Clause 8, “Ultimate limit states” . 6
7 Modifications to Clause 10, “Connection design” . 6

8 Modification to Annex A, “Selection of materials and durability” . 6
European foreword
This document (EN 1993-1-4:2025/prA1:2026) has been prepared by Technical Committee CEN/TC 250
“Structural Eurocodes”, the secretariat of which is held by BSI. CEN/TC 250 is responsible for all
Structural Eurocodes and has been assigned responsibility for structural and geotechnical design matters
by CEN.
This document is currently submitted to the CEN Enquiry.
This document will amend EN 1993-1-4:2025.
NOTE Some modifications are purely editorial corrections to improve the quality of the document and these will
not be tagged in the consolidated publication, as noted after the modification.
The following main changes to EN 1993-1-4:2025 are included in the amendment:
— clarification of the definition of λ in consideration of second order effects (7.2.1) and replacement
of λ with λ in the calculation of the amplitude of the imperfection in elastic critical buckling
0 0m
modes (7.3.2);
— addition of a NDP for the value of η for use in determining the shear buckling resistance;
— permission to use preload levels up to 0,7 fA ;
ub s
— requirements for how to classify a new stainless steel grade in a corrosion resistance class according
to Table A.3.
The first generation of EN Eurocodes was published between 2002 and 2007. This document forms part
of the second generation of the Eurocodes, which have been prepared under Mandate M/515 issued to
CEN by the European Commission and the European Free Trade Association.
The Eurocodes have been drafted to be used in conjunction with relevant execution, material, product
and test standards, and to identify requirements for execution, materials, products and testing that are
relied upon by the Eurocodes.
The Eurocodes recognize the responsibility of each Member State and have safeguarded their right to
determine values related to regulatory safety matters at national level through the use of National
Annexes.
1 Modifications throughout the whole document
Add “-1:2023+A1:2026” to the reference “EN 1990” in Clause 2 and update throughout the text when a
dated reference is given.
Add part number “-1” to the reference “EN 1990” and update throughout the text when an undated reference
is given.
Remove “Fpr” from “FprEN 1993-1-14:2025” throughout the whole document and from “FprEN 1993-1-4”
in the title of 1.1.
2 Modifications to the Introduction
In 0.1, replace “— New parts are under development, e.g. Eurocode for design of structural glass”
with “— EN 19100 Eurocode 10 — Design of glass structures”.
In 0.1, add the following new list item: “— New parts are under development, e.g. Eurocode for design of
fibre-polymer composite structures and for design of tensioned membrane structure
...