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>BSI Standards >91 CONSTRUCTION MATERIALS AND BUILDING>91.010 Construction industry>91.010.30 Technical aspects>BS EN 1993-1-9:2025 Eurocode 3: Design of steel structures Part 1-9: Fatigue
immediate downloadReleased: 2025-11-25
BS EN 1993-1-9:2025 Eurocode 3: Design of steel structures Part 1-9: Fatigue

BS EN 1993-1-9:2025

Eurocode 3: Design of steel structures Part 1-9: Fatigue

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Standard number:BS EN 1993-1-9:2025
Pages:130
Released:2025-11-25
ISBN:978 0 539 05431 6
Status:Standard
BS EN 1993-1-9:2025 Eurocode 3: Design of Steel Structures Part 1-9: Fatigue

BS EN 1993-1-9:2025 Eurocode 3: Design of Steel Structures Part 1-9: Fatigue

Introducing the latest edition of the Eurocode 3, BS EN 1993-1-9:2025, a comprehensive standard that provides essential guidelines for the design of steel structures with a focus on fatigue. This standard is a crucial resource for engineers, architects, and construction professionals who are involved in the design and analysis of steel structures subjected to cyclic loading.

Key Features

  • Standard Number: BS EN 1993-1-9:2025
  • Pages: 130
  • Release Date: November 25, 2025
  • ISBN: 978 0 539 05431 6
  • Status: Standard

Comprehensive Coverage

This standard offers a detailed exploration of fatigue in steel structures, addressing the critical aspects of design that ensure safety and durability. With 130 pages of in-depth content, it covers a wide range of topics including:

  • Fundamental principles of fatigue in steel structures
  • Design methodologies to mitigate fatigue effects
  • Material properties and their impact on fatigue performance
  • Analysis techniques for predicting fatigue life
  • Case studies and practical examples

Why Choose BS EN 1993-1-9:2025?

The BS EN 1993-1-9:2025 standard is an indispensable tool for professionals in the field of structural engineering. Here are some reasons why this standard is a must-have:

1. Up-to-Date Guidelines

Released in November 2025, this standard reflects the latest advancements and research in the field of steel structure design. It incorporates the most recent findings and methodologies, ensuring that your designs are based on the most current knowledge.

2. Enhanced Safety and Reliability

Fatigue is a critical consideration in the design of steel structures, as it can significantly impact their safety and longevity. This standard provides robust guidelines to help you design structures that can withstand cyclic loading, reducing the risk of failure and extending the lifespan of your projects.

3. Practical Application

With practical examples and case studies, the standard not only provides theoretical knowledge but also demonstrates how to apply these principles in real-world scenarios. This makes it easier for professionals to implement the guidelines in their projects effectively.

4. International Recognition

As part of the Eurocode series, this standard is recognized and respected internationally. It aligns with European standards, making it an essential resource for projects that require compliance with international regulations.

Who Should Use This Standard?

The BS EN 1993-1-9:2025 is designed for a wide range of professionals, including:

  • Structural Engineers
  • Architects
  • Construction Managers
  • Project Managers
  • Academic Researchers

Conclusion

Incorporating the BS EN 1993-1-9:2025 standard into your design process ensures that your steel structures are designed with the highest standards of safety and efficiency. Whether you are working on a new project or updating existing structures, this standard provides the guidance you need to address the challenges of fatigue in steel structures.

Stay ahead in the field of structural engineering by equipping yourself with the knowledge and tools provided by the BS EN 1993-1-9:2025 Eurocode 3. Ensure your projects meet the highest standards of quality and safety with this essential resource.

DESCRIPTION

BS EN 1993-1-9:2025


This standard BS EN 1993-1-9:2025 Eurocode 3: Design of steel structures is classified in these ICS categories:
  • 91.010.30 Technical aspects
  • 91.080.13 Steel structures
1.1 Scope of EN 1993-1-9 (1) EN 1993-1-9 gives design methods for the verification of the fatigue design situation of steel structures. NOTE Steel structures consist of members and their joints. Each member and joint can be represented as a constructional detail or as several of the latter. (2) Design methods other than the stress-based methods, such as the notch strain method or fracture mechanics methods, are not covered by EN 1993-1-9. (3) EN 1993-1-9 only applies to structures made of all grades of structural steels and products within the scope of EN 1993-1 (all parts), in accordance with the provisions noted in the detail category tables or annexes. (4) EN 1993-1-9 only applies to structures where execution conforms to EN 1090-2. NOTE Supplementary execution requirements are indicated in the detail category tables. (5) EN 1993-1-9 applies to structures operating under normal atmospheric conditions and with sufficient corrosion protection and regular maintenance. The effect of seawater corrosion is not covered. (6) EN 1993-1-9 applies to structures with hot dip galvanizing in accordance with the provisions noted in the detail category tables or annexes. (7) Microstructural damage from high temperature (> 150°C) that occurs during the design service life is not covered. (8) EN 1993-1-9 gives guidance of how to consider post-fabrication treatments that are intended to improve the fatigue resistance of constructional details. 1.2 Assumptions (1) Unless specifically stated, EN 1990, EN 1991 (all parts) and EN 1993 1 (all parts) apply. (2) The design methods given in EN 1993-1-9 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 on EN 1993 (all parts), or in the relevant material and product specifications. (3) The design methods of EN 1993-1-9 are generally derived from fatigue tests on constructional details with large scale specimens that include effects of geometrical and structural imperfections from material production and execution (e.g. the effects of tolerances and residual stresses from welding).