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Designers' Guide to Eurocode 3: Design of Steel Buildings: EN 1993-1-1, -1-3 and -1-8 2nd Edition [Kõva köide]

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  • Formaat: Hardback, 174 pages, kõrgus x laius x paksus: 297x210x17 mm, kaal: 654 g
  • Sari: Designers' Guide to Eurocodes 17
  • Ilmumisaeg: 08-Sep-2011
  • Kirjastus: ICE Publishing
  • ISBN-10: 0727741721
  • ISBN-13: 9780727741721
Teised raamatud teemal:
Designers' Guide to Eurocode 3: Design of Steel Buildings: EN 1993-1-1, -1-3 and -1-8 2nd EditionSuurem pilt
  • Formaat: Hardback, 174 pages, kõrgus x laius x paksus: 297x210x17 mm, kaal: 654 g
  • Sari: Designers' Guide to Eurocodes 17
  • Ilmumisaeg: 08-Sep-2011
  • Kirjastus: ICE Publishing
  • ISBN-10: 0727741721
  • ISBN-13: 9780727741721
Teised raamatud teemal:
Püsilink: https://www.kriso.ee/db/9780727741721.html

Eurocode 3 covers many forms of steel construction and provides the most comprehensive and up-to-date set of design guidance currently available.



This series of Designers’ Guides to the Eurocodes provides comprehensive guidance in the form of design aids, indications for the most convenient design procedures and worked examples. The books also include background information to aid the designer in understanding the reasoning behind and the objectives of the codes. All of the individual guides work in conjunction with the Designers’ Guide to EN1990: Basis of Structural Design.

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 Part 1.1 General rules and rules for buildings of EN 1993: Design of steel structures, however, this is supplemented by material on joints (Part 1.8), cold-formed design (Part 1.3), and loading (EN 1990 and EN 1991). For each of the principal aspects covered, the book provides background to the structural behaviour, explanation of the codified treatment including departure from existing practice (BS 5950) and numerous worked examples.

The second edition of this popular guide has been fully updated for revisions to the code and the UK National Annex for EN 1993-1-1 (UK NA to BS EN 1993-1-1); this guide should serve as the primary point of reference for designing steel structures to Eurocode 3.

This guide is essential reading for

  • civil and structural engineers
  • code-drafting committees
  • clients
  • structural-design students
  • public authorities
Preface v
General v
Layout of this guide v
Acknowledgements v
Introduction 1(4)
Background to the Eurocode programme
1(1)
Status and field of application of Eurocodes
1(1)
National standards implementing Eurocodes
2(1)
Links between Eurocodes and product-harmonised technical specifications (ENs and ETAs)
2(1)
Additional information specific to EN 1993-1
2(1)
UK National Annex for EN 1993-1-1
3(1)
Reference
3(2)
Chapter 1 General
5(4)
1.1 Scope
5(1)
1.2 Normative references
6(1)
1.3 Assumptions
6(1)
1.4 Distinction between Principles and Application Rules
6(1)
1.5 Terms and definitions
6(1)
1.6 Symbols
6(1)
1.7 Conventions for member axes
6(3)
Chapter 2 Basis of design
9(2)
2.1 Requirements
9(1)
2.2 Principles of limit state design
9(1)
2.3 Basic variables
10(1)
2.4 Verification by the partial factor method
10(1)
2.5 Design assisted by testing
10(1)
References
10(1)
Chapter 3 Materials
11(2)
3.1 General
11(1)
3.2 Structural steel
11(1)
3.3 Connecting devices
12(1)
3.4 Other prefabricated products in buildings
12(1)
Chapter 4 Durability
13(4)
References
15(2)
Chapter 5 Structural analysis
17(14)
5.1 Structural modelling for analysis
17(1)
5.2 Global analysis
18(3)
5.3 Imperfections
21(1)
5.4 Methods of analysis considering material non-linearities
21(1)
5.5 Classification of cross-sections
22(7)
Example 5.1 cross-section classification under combined bending and compression
28(1)
5.6 Cross-section requirements for plastic global analysis
29(2)
References
30(1)
Chapter 6 Ultimate limit states
31(70)
6.1 General
31(1)
6.2 Resistance of cross-sections
31(25)
Example 6.1 Tension resistance
38(2)
Example 6.2 cross-section resistance in compression
40(1)
Example 6.3 cross-section resistance in bending
41(4)
Example 6.4 Shear resistance
45(3)
Example 6.5 cross-section resistance under combined bending and shear
48(4)
Example 6.6 cross-section resistance under combined bending and compression
52(4)
6.3 Buckling resistance of members
56(38)
Example 6.7 Buckling resistance of a compression member
61(10)
Example 6.8 Lateral torsional buckling resistance
71(7)
Example 6.9 Member resistance under combined major axis bending and axial compression
78(8)
Example 6.10 Member resistance under combined bi-axial bending and axial compression
86(8)
6.4 Uniform built-up compression members
94(7)
References
98(3)
Chapter 7 Serviceability limit states
101(4)
7.1 General
101(1)
7.2 Serviceability limit states for buildings
102(3)
Example 7.1 Vertical deflection of beams
103(1)
References
104(1)
Chapter 8 Annex A (informative) -- Method 1: interaction factors k% for interaction formula in clause 6.3.3(4)
105(4)
Reference
107(2)
Chapter 9 Annex B (informative) -- Method 2: interaction factors Ku for interaction formula in clause 6.3.3(4)
109(4)
Reference
111(2)
Chapter 10 Annex AB (informative) -- additional design provisions
113(2)
10.1 Structural analysis taking account of material non-linearities
113(1)
10.2 Simplified provisions for the design of continuous floor beams
113(2)
Chapter 11 Annex BB (informative) - buckling of components of buildings structures
115(4)
11.1 Flexural buckling of members in triangulated and lattice structures
115(1)
11.2 Continuous restraints
115(1)
11.3 Stable lengths of segment containing plastic hinges for out-of-plane buckling
116(3)
References
117(2)
Chapter 12 Design of joints
119(12)
12.1 Background
119(1)
12.2 Introduction
119(1)
12.3 Basis of design
119(1)
12.4 Connections made with bolts, rivets or pins
120(4)
12.5 Welded connections
124(3)
12.6 Analysis, classification and modelling
127(1)
12.7 Structural joints connecting H- or I-sections
128(1)
12.8 Structural joints connecting hollow sections
129(2)
References
130(1)
Chapter 13 Cold-formed design
131(20)
13.1 Introduction
131(1)
13.2 Scope of Eurocode 3, Part 1.3
132(1)
13.3 Material properties
132(1)
13.4 Rounded corners and the calculation of geometric properties
133(1)
13.5 Local buckling
133(4)
Example 13.1 Calculation of section properties for local buckling
135(2)
13.6 Distortional buckling
137(3)
13.7 Torsional and torsional-flexural buckling
140(8)
Example 13.2 cross-section resistance to distortional buckling
141(5)
Example 13.3 Member resistance in compression (checking flexural)
Torsional and torsional--flexural buckling)
146(2)
13.8 Shear lag
148(1)
13.9 Flange curling
148(1)
13.10 Web crushing, crippling and buckling
148(3)
References
149(2)
Chapter 14 Actions and combinations of actions
151(6)
14.1 Introduction
151(1)
14.2 Actions
151(1)
14.3 Fundamental combinations of actions
152(5)
Reference
156(1)
Index 157
Dr Leroy Gardner is a lecturer in Structural Engineering in the Department of Civil and Environmental Engineering at Imperial College London. Through his involvement in European and other research projects he has devised methods for designing with non-linear materials and has contributed to the formulation of design rules for Eurocode 3.



Professor David Nethercot has more than 30 years experience in research, teaching and specialist advisory work dealing with steel, composite and aluminium structures. He was chairman of the BSI committee responsible for UK input to Eurocode 3 and is a former president of the Institution of Structural Engineers.