Steel Designers' Handbook By Branko Gorenc, Ron Tinyou, Arun Syam

[babak]

Steel Designers' Handbook By Branko Gorenc, Ron Tinyou, Arun Syam

Steel Designers' Handbook
By Branko Gorenc, Ron Tinyou, Arun Syam
Edition: 7, illustrated
Published by UNSW Press, 2005
ISBN 0868405736, 9780868405735
413 pages,PDF,3.8 Mb

This seventh, thoroughly updated edition of Steel Designers' Handbook will be an invaluable tool to all practising structural engineers, as well as engineering students. It introduces the main concepts relating to design in steel and replaces the sixth edition, published in 1996. This edition has been prepared in response to the new structural Design Actions Standard, AS/ANZ 1170, as well as feedback from users. It is based on Australian Standard (AS) 4100: 1998 and provides added background to that Standard.

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[oanm2000]

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[miquan]

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Steel Designers' Handbook By Branko Gorenc, Ron Tinyou, Arun Syam

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STEEL DESIGNER'S HANDBOOK

Author: Branko E. Gorenc, Ron Tinyou & Arun Syam | Size: 4.50 MB | Format: PDF | Quality: Original preprint | Publisher: University of New South Wales (UNSW) Press | Year: Seventh edition edition (September 30, 2005) | pages: 413 pages | ISBN: 978-0868405735

Synopsis:
The seventh edition of Steel Designers' Handbook text is fully revised and covers the extensive revision of the 'loading code', which is renamed as structural Design Actions Standard, General Principals. AS/ANZ 1170.0 and its companion parts, 1170.1 to 1170.3. The volume of revisions and new terminology necessitated the first three chapters to be substantially rewritten. This edition is based on AS 4100: 1998, which incorporates revisions to the original 1990 edition.

About Authors :

BRANKO E GORENC is a Fellow of The Institution of Engineers, Australia, and holds a degree in Civil Engineering from the University of Zagreb, Croatia. He has been practicing in the field of structural steel design for four decades, gaining considerable expertise in the areas of conceptual framing design and analysis, member and connection design. He has designed and led the team of designers in a range of notable structures for bulk storage, sports facilities, wide-bodied aircraft hangars and steel framed buildings for commerce and industry.

RON TINYOU holds the Degree of Bachelor in Engineering from the University of Sydney. He is a member of The Institution of Engineers, Australia. Ron has practiced mainly in structural engineering over a wide range of industrial and hydraulic structures. Subsequently he was appointed Senior Head Teacher at the Sydney Institute of Technology teaching structural engineering and as a lecturer at the University of Technology, Sydney, specialising in steel structures.

ARUN A SYAM holds Bachelor and Masters degrees in engineering from the University of Sydney, is a Corporate Member of The Institution of Engineers, Australia and has a Certificate in Arc Welding. Following his studies he was employed as a Structural Design Engineer with several engineering firms and has held all senior technical positions with the Australian Institute of Steel Construction (now Australian Steel Institute). He has significant involvement with steel design and fabrication, Standards Australia, national steel issues, industry publications/software, welder certification and lecturing on steelwork around the world. Arun has authored and edited numerous well-known steelwork publications and is currently the Executive Manager—Applications Engineering & Marketing of Smorgon Steel Tube Mills.

About Book :

Preface:
The seventh, thoroughly updated edition of the Steel Designers’ Handbook was prepared in response to the 1998 revision of the Australian Steel Structures Standard (AS 4100) and the latest release of the Loading Codes (previously AS 1170 and now renamed as Structural Design Actions—i.e. AS/NZS 1170). The magnitude of revisions and new terminology was such that the first three chapters of the text had to be rewritten. An additional impetus for wide-reaching revisions of the text was the three substantial amendments to AS 4100 and changes in related Standards (e.g. welding, bolting, galvanizing, etc.). Finally, the updated literature on the subject and readers’ feedback highlighted other areas for clarification or improvement.

The design of steel structures by the limit states design method may be seen to be a somewhat complex subject, and a correct interpretation and application of code provisions is required for successful outcomes. This Handbook is not intended to be a self-standing ‘parallel’ steel design code. The authors recommend that readers take this text as a directory and guide, and subsequently refer to AS 4100, its Commentary and related Standards, for a full appreciation of current structural steel design requirements.

This text is intended to cover enough material to enable design of everyday structural frames, members and connections. An expanded list of related Standards and an extensively re-worked bibliography is included in Appendix A. Combined with the references listed in the Standards, this should provide a rich background to various design methods and solutions. Some rearrangement of material in the sixth edition has been necessary for convenience.

The elastic design method in Appendix B now contains the elastic torsion design methods that were previously found in Chapter 5 (though there is also some consideration of plastic/limit states torsion design). The material on brittle fracture was expanded and placed in Chapter 2 and the fatigue section has been expanded and placed in Chapter 10. Appendix B now covers basic working stress design theory and torsion design. A lot of effort has been expended in preparing additional numerical examples and revising others. Examples are now cross-referenced to clauses in AS 4100, other Standards, design aids and related material for easier interpretation.

During the writing of this edition of the Handbook, the Building Code of Australia noted that the pre-existing AS 1170 series of Loading Standards were running in parallel with the newer AS/NZS 1170 series of Structural Design Actions (for a transition period). The effect of this has meant the following for the Handbook:

• There are slightly differing load factors, suggested deflection limits (AS 1170 used Appendix B of AS 4100) and notional horizontal forces which are subsequently noted in the relevant parts of the text with additional comment. The load factor calculations utilised in the Handbook are those listed in AS/NZS 1170

• There is an interplay of the terms ‘load’ and ‘action’, and both terms are used interchangeably

• AS 1170 (i.e. AS 4100) notation for design action effects and design capacities are used in lieu of AS/NZS 1170 notation.

Content :
chapter 1 Introduction
chapter 2 Material & Design Requirements
chapter 3 Design Actions
chapter 4 Structural Analysis
chapter 5 Beams & Girders
chapter 6 Compression & Beam-Column Members
chapter 7 Tension Members
chapter 8 Connections
chapter 9 Plastic Design
chapter 10 Structural Framing
Appendix A Bibliography
Appendix B Elastic Design Method
Appendix C Design Aids

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[3fan]

It is a very good thing that you are very active and enthusiastic. But please read the rules (takes only few minutes) and follow them. This is the second fault today I have seen until now

Rule #17

17- Do not post material in requested topics, post them in related section according to our templates then post URL of the posted material in requested topic. (For e.g. if someone request a ASTM code in request section and you have that, post new thread in eBook>Codes ...>ASTM, then post URL of that topic in reply of ASTM code request). after 20-Feb-2012 new warning will be add for this subject.

and you have 20 % warnings. Good activity do not reduce or remove the warning level. So pay atention. Everyone here respect the rules to have a place very clean and very easy to use.
If you continue in this way that result a lot of work for Moderators and a lot o warnings wich will have a simple final...BAN

[kowheng]

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