Structural Steelwork

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Structural Steelwork


Contents

Preface to the third edition
Preface to the second edition
Preface to the first edition

Chapter 1    INTRODUCTION

1.1     Steel structures  
1.2     Structural elements
1.3     Structural design  
1.4     Design methods  
1.5     Design calculations and computing    
1.6     Detailing    

Chapter 2    LIMIT STATE DESIGN       

2.1     Limit state design principles    
2.2     Limit states for steel design    
2.3     Working and factored loads  
2.4     Stability limit states  
2.5     Structural integrity  
2.6     Serviceability limit state deflection  
2.7     Design strength of materials  
2.8     Design methods for buildings

Chapter 3    MATERIALS     

3.1     Structural steel properties  
3.2     Design considerations  
3.3     Steel sections  
3.4     Section properties

Chapter 4    BEAMS      

4.1     Types and uses  
4.2     Beam loads  
4.3     Classification of beam cross-sections  
4.4     Bending stresses and moment capacity  
4.5     Lateral torsional buckling       344.6     Shear in beams  
4.7     Deflection of beams  
4.8     Beam connections  
4.9     Examples of beam design  
4.10   Compound beams  
4.11   Crane beams  
4.12   Purlins  
4.13   Sheeting rails  

Chapter 5    PLATE GIRDERS      

5.1     Design considerations  
5.2     Behaviour of a plate girder  
5.3     Design to BS 5950: Part 1
5.4     Design of a plate girder
5.5     Design utilizing tension field action

Chapter 6    TENSION MEMBERS   

6.1     Uses, types and design considerations
6.2     End connections
6.3     Structural behaviour of tension members
6.4     Design of tension members
6.5     Design examples

Chapter 7    COMPRESSION MEMBERS     

7.1     Types and uses
7.2     Loads on compression members
7.3     Classification of cross-sections
7.4     Axially loaded compression members
7.5     Beam columns
7.6     Eccentrically loaded columns in buildings
7.7     Cased columns subjected to axial load and moment
7.8     Side column for a single-storey industrial building
7.9     Crane columns
7.10   Column bases

Chapter 8    TRUSSES AND BRACING     

8.1     Trusses—types, uses and truss members
8.2     Loads on trusses
8.3     Analysis of trusses
8.4     Design of truss members
8.5     Truss connections
8.6     Design of a roof truss for an industrial building
8.7     Bracing

Chapter 9    PORTAL FRAMES    

9.1     Design and construction
9.2     Elastic design
9.3     Plastic design
9.4     In-plane stability
9.5     Restraints and member stability
9.6     Serviceability check for eaves deflection
9.7     Design of joints
9.8     Design example of a portal frame
9.9     Further reading for portal design

Chapter 10    CONNECTIONS     

10.1     Types of connections
10.2     Non-preloaded bolts
10.3     Preloaded bolts
10.4     Welded connections
10.5     Further considerations in design of connections

Chapter 11    WORKSHOP STEELWORK DESIGN EXAMPLE    

11.1     Introduction
11.2     Basic design loads
11.3     Computer analysis data
11.4     Results of computer analysis
11.5     Structural design of members
11.6     Steelwork detailing

Chapter 12    STEELWORK DETAILING    

12.1     Drawings
12.2     General recommendations
12.3     Steel sections
12.4     Grids and marking plans
12.5     Bolts
12.6     Welds
12.7     Beams
12.8     Plate girders
12.9     Columns and bases
12.10   Trusses and lattice girders
12.11   Computer-aided drafting
References    
Index      

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