THE
BEHAVIOUR AND DESIGN OF STEEL STRUCTURES TO EC3 N.S.
TRAHAIR, M.A. BRADFORD, D.A. NETHERCOT, L.GARDNER – PDF FREE DOWNLOAD
BEHAVIOUR AND DESIGN OF STEEL STRUCTURES TO EC3 N.S.
TRAHAIR, M.A. BRADFORD, D.A. NETHERCOT, L.GARDNER – PDF FREE DOWNLOAD
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ABOUT THE BOOK
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The Behaviour and Design of Steel Structures to EC3 written by
N.S.Trahair, M.A. Bradford, D.A. Nethercot,and L. Gardner is published by
Tailor and Francis Group.
This fourth British edition has been directed specifically to the design
of steel structures in accordance with Eurocode 3 Design of Steel Structures.
The principal part of this is Part 1-1:General Rules and Rules for Buildings
and this is referred to generally in the text as EC3. Also referred to in the
text are Part 1-5: Plated Structural Elements, and Part 1-8: Design Of Joints,
which are referred to as EC3-1-5 and EC3-1-8. EC3 will be accompanied by
National Annexes which will contain any National Determined Parameters for the
United Kingdom which differ from the recommendations given in EC3.
Designers who have previously
used BS5950 (which is discussed in the third British edition of this book) will
see a number of significant differences in EC3. One of the more obvious is the
notation. The notation in this book has been changed generally so that it is
consistent with EC3.
used BS5950 (which is discussed in the third British edition of this book) will
see a number of significant differences in EC3. One of the more obvious is the
notation. The notation in this book has been changed generally so that it is
consistent with EC3.
Another significant
difference is the general absence of tables of values computed from the basic
design equations which might be used to facilitate manual design. Some
designers will want to prepare their own tables, but in some cases, the
complexities of the basic equations are such that computer programs are
required for efficient design. This is especially the case for members under
combined compression and bending, whicha rediscussed in Chapter7. However, the
examples in this book are worked in full and do not rely on such design aids.
difference is the general absence of tables of values computed from the basic
design equations which might be used to facilitate manual design. Some
designers will want to prepare their own tables, but in some cases, the
complexities of the basic equations are such that computer programs are
required for efficient design. This is especially the case for members under
combined compression and bending, whicha rediscussed in Chapter7. However, the
examples in this book are worked in full and do not rely on such design aids.
EC3 provides elementary
rules for the design of members in torsion. These are generalised and extended
in Chapter 10, which contains a general treatment of torsion together with a
number of design aids
rules for the design of members in torsion. These are generalised and extended
in Chapter 10, which contains a general treatment of torsion together with a
number of design aids
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CONTENTS
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1. Introduction
2. Tension
members
members
3. Compression
members
members
4. Local
buckling of thin-plate elements
buckling of thin-plate elements
5. In-plane
bending of beams
bending of beams
6. Lateral
buckling of beams
buckling of beams
7. Beam-columns
8. Frames
9. Joints
10. Torsion
members
members
* Above mentioned topics are main topics of this book
and there are many sub-topics under those. Please refer the Preview
below for detailed contents *
and there are many sub-topics under those. Please refer the Preview
below for detailed contents *
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