This textbook is a comprehensive introduction to structural steelwork design based on the limit states approach to BS 5950, for use by undergraduates in civil and structural engineering. It will also serve as a reference for practising engineers unfamiliar with new parts of BS 5950.
The text introduces basic properties of steel, types of steel structure and steelwork design in order to develop an understanding of the various aspects of the behaviour and design of structural steelwork.
This edition has been thoroughly revised in accordance with the 2000 amendment to Part 1 of BS 5950 - all references have been updated and a new section on partial encasement for fire resistance has been added. Each chapter features worked examples, practice problems and references.

eBook available with sample pages: 020330182X

This textbook is a comprehensive introduction to structural steelwork design based on the limit states approach to BS 5950, for use by undergraduates in civil and structural engineering. It will also serve as a reference for practising engineers unfamiliar with new parts of BS 5950.
The text introduces basic properties of steel, types of steel structure and steelwork design in order to develop an understanding of the various aspects of the behaviour and design of structural steelwork.
This edition has been thoroughly revised in accordance with the 2000 amendment to Part 1 of BS 5950 - all references have been updated and a new section on partial encasement for fire resistance has been added. Each chapter features worked examples, practice problems and references.

This is the first design guide on concrete filled double skin steel tubular (CFDST) structures. It addresses in particular CFDST structures with plain concrete sandwiched between circular hollow sections, and provides the relevant calculation methods and construction provisions for CFDST structures. These inherit the advantages of conventional concrete-filled steel tubular (CFST) structures, including high strength, good ductility and durability, high fire resistance and favourable constructability. Moreover, because of their unique sectional configuration, CFDST structures have been proved to possess lighter weight, higher bending stiffness and better cyclic performance than conventional CFST. Consequently CFDST can offer reduced concrete consumption and construction costs. This design guide is for engineers designing electrical grid infrastructures, wind power towers, bridge piers and other structures requiring light self-weight, high bending stiffness and high bearing capacity.

This is the first design guide on concrete filled double skin steel tubular (CFDST) structures. It addresses in particular CFDST structures with plain concrete sandwiched between circular hollow sections, and provides the relevant calculation methods and construction provisions for CFDST structures. These inherit the advantages of conventional concrete-filled steel tubular (CFST) structures, including high strength, good ductility and durability, high fire resistance and favourable constructability. Moreover, because of their unique sectional configuration, CFDST structures have been proved to possess lighter weight, higher bending stiffness and better cyclic performance than conventional CFST. Consequently CFDST can offer reduced concrete consumption and construction costs. This design guide is for engineers designing electrical grid infrastructures, wind power towers, bridge piers and other structures requiring light self-weight, high bending stiffness and high bearing capacity.

The use of modern composite materials in construction offers the structural engineer and designer exciting opportunities for all types of buildings and structures. By far the most commonly used and longest established composite material is the combined use of steel and concrete in the form known in most parts of the world as 'composite construction'. Composite Construction takes a comprehensive look at recent developments in this fast growing area. With each chapter written by an acknowledged expert in the field, this book aims to link physical behaviour, engineering approximation, appropriately applied theoretical concepts and design approaches. Composite Construction is not simply a code commentary, nor does it deal with topics purely in terms of developing theory from first principles. Rather, the emphasis is strongly placed on providing both the practising engineer and the student with an understanding of physical behaviour, and the intelligent application of this knowledge in practice

The fully revised fourth edition of this successful textbook fills a void which will arise when British designers start using the European steel code EC3 instead of the current steel code BS5950. The principal feature of the forth edition is the discussion of the behaviour of steel structures and the criteria used in design according to the British version of EC3. Thus it serves to bridge the gap which too often occurs when attention is concentrated on methods of analysis and the sizing of structural components. Because emphasis is placed on the development of an understanding of behaviour, many analytical details are either omitted in favour of more descriptive explanations, or are relegated to appendices. The many worked examples both illustrate the behaviour of steel structures and exemplify details of the design process. The Behaviour and Design of Steel Structures to EC3 is a key text for senior undergraduate and graduate students, and an essential reference tool for practising structural engineers in the UK and other countries.

The fully revised fourth edition of this successful textbook fills a void which will arise when British designers start using the European steel code EC3 instead of the current steel code BS5950. The principal feature of the forth edition is the discussion of the behaviour of steel structures and the criteria used in design according to the British version of EC3. Thus it serves to bridge the gap which too often occurs when attention is concentrated on methods of analysis and the sizing of structural components. Because emphasis is placed on the development of an understanding of behaviour, many analytical details are either omitted in favour of more descriptive explanations, or are relegated to appendices. The many worked examples both illustrate the behaviour of steel structures and exemplify details of the design process. The Behaviour and Design of Steel Structures to EC3 is a key text for senior undergraduate and graduate students, and an essential reference tool for practising structural engineers in the UK and other countries.

The use of modern composite materials in construction offers the structural engineer and designer exciting opportunities for all types of buildings and structures. By far the most commonly used and longest established composite material is the combined use of steel and concrete in the form known in most parts of the world as 'composite construction'.
Composite Construction takes a comprehensive look at recent developments in this fast growing area. With each chapter written by an acknowledged expert in the field, this book aims to link physical behaviour, engineering approximation, appropriately applied theoretical concepts and design approaches.
Composite Construction is not simply a code commentary, nor does it deal with topics purely in terms of developing theory from first principles. Rather, the emphasis is strongly placed on providing both the practising engineer and the student with an understanding of physical behaviour, and the intelligent application of this knowledge in practice

Eurocode 3 covers many forms of steel construction and provides the most comprehensive and up-to-date set of design guidance currently available. Throughout, this book concentrates on the most commonly encountered aspects of structural steel design, with an emphasis on the situation in buildings. Much of its content is therefore devoted to the provisions of the Part 1.1: General rules and rules for buildings of EN 1993. This is, however, supplemented by material of loading, joints and cold-formed design. For each of the principal aspects covered, the book provides background to the structural behaviour, explanation of the codified treatment, and numerous worked examples. This Guide should serve as the primary point of reference for designing steel structures to Eurocode 3.