Behaviour and Design of Steel Structures to AS4100
Australian, Third Edition
3rd Edition
Published on 21. December 2017
496 pages
978-1-351-99087-5 (ISBN)
Description
The behaviour of steel structures and the criteria used in their design are set out in detail in this book. The book bridges the gap between the methods of analysis and the sizing of structural components. The basis of the limit state design criteria of the latest Australian code for structural steel are explained, and the reader is pointed to the relevant provisions of the code.
More details
Edition
3rd edition
Language
English
Place of publication
London
United Kingdom
Publishing group
Taylor & Francis Ltd
Target group
College/higher education
Professional and scholarly
Product notice
Reflowable
File size
36,45 MB
ISBN-13
978-1-351-99087-5 (9781351990875)
Copyright in bibliographic data and cover images is held by Nielsen Book Services Limited or by the publishers or by their respective licensors: all rights reserved.
Schweitzer Classification
Other editions
Additional editions
Nick Trahair | Mark A. Bradford
Behaviour and Design of Steel Structures to AS4100
Australian, Third Edition
Book
09/2017
3rd Edition
CRC Press
€290.17
Shipment within 10-20 days
Nick Trahair | Mark A. Bradford
Behaviour and Design of Steel Structures to AS4100
Australian, Third Edition
Book
06/1998
3rd Edition
CRC Press
€159.20
Shipment within 10-20 days
Persons
Prof. Nick Trahair is Emeritus Professor of Civil Engineering at the University of Sydney. He is a prolific researcher, producing world-leading work on structural stability. He was a member of the Steel Structures Committee of Standards Australia which produced a number of steel design codes, and has been involved in many high-level consultancies.
Content
1. Units and Conversion Factors 2. Glossary of Terms 3. Notation 4. Introduction 5. Tension Members 6. Compression Members 7. Local Buckling of Thin Plate Elements 8. In Plane Bending of Beams 9. Lateral Buckling of Beams 10. Beam Columns 11. Frames 12. Connections 13. Torsion Members Index.
