The Behaviour and Design of Steel Structures to EC3 – 4th Edition (KET0052)

The Behaviour and Design of Steel Structures to EC3 – 4th Edition

Contents:

1 Introduction

1.1 Steel structures

1.2 Design

1.3 Material behaviour

1.4 Member and structure behaviour

1.5 Loads

1.6 Analysis of steel structures

1.7 Design of steel structures

2 Tension members

2.1 Introduction

2.2 Concentrically loaded tension members

2.3 Eccentrically and locally connected tension members

2.4 Bending of tension members

2.5 Stress concentrations

2.6 Design of tension members

2.7 Worked examples

2.8 Unworked examples

3 Compression members

3.1 Introduction

3.2 Elastic compression members

3.3 Inelastic compression members

3.4Real compression members

3.5 Design of compression members

3.6 Restrained compression members

3.7 Other compression members

3.8 Appendix – elastic compression members

3.9 Appendix – inelastic compression members

3.10 Appendix – effective lengths of compression members

3.11 Appendix – torsional buckling

3.12 Worked examples

3.13 Unworked examples

4 Local buckling of thin-plate elements

4.1 Introduction

4.2 Plate elements in compression

4.3 Plate elements in shear

4.4 Plate elements in bending

4.5 Plate elements in bending and shear

4.6 Plate elements in bearing

4.7 Design against local buckling

4.8 Appendix – elastic buckling of plate elements in compression

4.9 Worked examples

4.10 Unworked examples

5 In-plane bending of beams

5.1 Introduction

5.2 Elastic analysis of beams

5.3 Bending stresses in elastic beams

5.4Shear stresses in elastic beams

5.5 Plastic analysis of beams

5.6 Strength design of beams

5.7 Serviceability design of beams

5.12 Worked examples

5.13 Unworked examples

6 Lateral buckling of beams

6.1 Introduction

6.2 Elastic beams

6.3 Inelastic beams

6.4Real beams

6.5 Design against lateral buckling

6.6 Restrained beams

6.7 Cantilevers and overhanging beams

6.8 Braced and continuous beams

6.9 Rigid frame

6.10 Monosymmetric beams

6.11 Non-uniform beams

6.12 Appendix – elastic beams

6.13 Appendix – effective lengths of beams

6.14 Appendix – monosymmetric beams

6.15 Worked examples

6.16 Unworked examples

7 Beam-columns

7.1 Introduction

7.2 In-plane behaviour of isolated beam-columns

7.3 Flexural–torsional buckling of isolated beam-columns

7.4Biaxial bending of isolated beam-columns

7.5 Appendix – in-plane behaviour of elastic beam-columns

7.6 Appendix – flexural–torsional buckling of elastic beam-columns

7.7 Worked examples

7.8 Unworked examples

8 Frames

8.1 Introduction

8.2 Triangulated frames

8.3 Two-dimensional flexural frames

8.4 Three-dimensional flexural frames

8.5 Worked examples

8.6 Unworked examples

9 Joints

9.1 Introduction

9.2 Joint components

9.3 Arrangement of joints

9.4 Behaviour of joints

9.5 Common joints

9.6 Design of bolts

9.7 Design of bolted plates

9.8 Design of welds

9.9 Appendix – elastic analysis of joints

9.10 Worked examples

9.11 Unworked examples

10 Torsion members

10.1 Introduction

10.2 Uniform torsion

10.3 Non-uniform torsion

10.4 Torsion design

10.5 Torsion and bending

10.6 Distortion

10.7 Appendix – uniform torsion

10.8 Appendix – non-uniform torsion

10.9 Worked examples

10.10 Unworked examples

The Behaviour and Design of Steel Structures to EC3