Civil Engineering Association

Design Manual For Structural Stainless Steel 3rd Ed
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FOREWORD

This Design Manual has been prepared for the guidance of engineers experienced in the design of carbon steel structural steelwork though not necessarily in stainless steel structures. It is not in any way intended to have a legal status or absolve the engineer of responsibility to ensure that a safe and functional structure results. The Manual is divided into two parts:

• Part I - Recommendations
• Part II - Design Examples

The Recommendations in Part I are formulated in terms of limit state philosophy and, where appropriate, are in compliance with the following Parts of Eurocode 3 Design of steel structures:

EN 1993-1-1 Design of steel structures: General rules and rules for buildings
EN 1993-1-2 Design of steel structures: Structural fire design
EN 1993-1-3 Design of steel structures: General rules: Supplementary rules for cold-formed members and sheeting
EN 1993-1-4 Design of steel structures: General rules: Supplementary rules for stainless steels
EN 1993-1-5 Design of steel structures: Plated structural elements EN 1993-1-8 Design of steel structures: Design of joints
EN 1993-1-9 Design of steel structures: Fatigue
EN 1993-1-10 Design of steel structures: Material toughness and through-thickness properties
This Design Manual gives recommended values for certain factors. These values may be subject to modification at a national level by the National Annexes.

The Design Examples contained in Part II demonstrate the use of the recommendations. A cross-reference system locates that section of the examples corresponding to a particular recommendation. The Recommendations and Design Examples are available online at Steelbiz, an SCI technical information system

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, and from the Euro Inox web site

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. A Commentary to the Recommendations, which includes a full set of references, is also available online at these web sites. The purpose of the Commentary is to allow the designer to assess the basis of the recommendations and to facilitate the development of revisions as and when new data become available. Opportunity is taken to present the results of various test programmes conducted specifically to provide background data for the Design Manual. The Recommendations, Design Examples and Commentary are also available on CD from Euro Inox.

An online design facility is available at

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for designing
cold-formed stainless steel members subject to axial tension, bending or axial
compression. The design facility calculates section properties and member resistances in
accordance with the Recommendations in this Design Manual.
The design recommendations presented in this document are based upon the best
knowledge available at the time of publication. However, no responsibility of any kind
for injury, death, loss, damage or delay, however caused, resulting from the use of the
recommendations can be accepted by the project partners or others associated with its
preparation.

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Design Manual For Structural Stainless Steel (Third Edition)

The recommendations given in this part of the Design Manual apply to the
grades of stainless steel that are typically used in structural applications. The recommendations are intended primarily for the design of elements and secondary structural components of buildings, offshore installations and similar structures. They should not be applied to special structures such as those in nuclear installations or pressure vessels for which specific standards for stainless steel application already exist. The recommendations concern aspects of material behaviour, the design of cold formed and welded members, and their connections. They are applicable to the austenitic and duplex grades of stainless steel that are typically used in structural or architectural applications. The recommendations have been formulated using limit state philosophy.

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Design Manual For Structural Stainless Steel - Commentary

Size: 0.96 MB | Format: PDF | Publisher: Euro Inox and The Steel Construction Institute | Year: 2007 | pages: 119

There are many different types and grades of stainless steel (see Section C.3.1.1). These have been formulated over the last 80 years or so to optimise certain characteristics such as corrosion resistance in specific environments, weldability and mechanical properties. The Recommendations in this Design Manual are applicable to the grades of stainless steel commonly used in construction, as given in Table 3.1. The Design Manual concentrates on the design of members and elements, not on the behaviour and design of frameworks. Thus no recommendations are given for elastic or plastic global analysis (except that elastic global analysis should be used) and reference should be made to carbon steel codes as necessary. In particular, the designer will need to consider second order effects in stainless steel sway frames. These could be potentially greater than in carbon steel frames if the steel is stressed into the non-linear portion of the stress-strain curve. No limits to thickness are given; the normal limitations for carbon steel do not apply due to the superior performance of stainless steel materials. However, there will be practical limits for the cold forming of members (approximately 20 mm for the austenitic grades and 15 mm for duplex grade 1.4462). Pressure vessels, pipework and structures within nuclear installations are not covered. Other codes, such as the ASME pressure vessel code1, may be consulted.

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SCI: Design Manual For Structural Stainless Steel

The recommendations given in this part of the Design Manual apply to the grades of stainless steel that are typically used in structural applications. The recommendations are intended primarily for the design of elements and secondary structural components of buildings, offshore installations and similar structures. They should not be applied to special structures such as those in nuclear installations or pressure vessels for which specific standards for stainless steel application already exist. The recommendations concern aspects of material behaviour, the design of cold formed and welded members, and their connections. They are applicable to the austenitic and duplex grades of stainless steel that are typically used in structural or architectural applications. The recommendations have been formulated using limit state philosophy.

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Design Manual For Structural Stainless Steel 3rd Edition - Commentary

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SCI: Design Manual For Structural Stainless Steel, 3rd edition, 2006

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Mirror link for Design Manual For Structural Stainless Steel, 3rd edition

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