Structural Steelwork
Structural Steelwork
Contents
Preface to the third editionPreface to the second edition
Preface to the first edition
Chapter 1 INTRODUCTION
1.1 Steel structures1.2 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 principles2.2 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 properties3.2 Design considerations
3.3 Steel sections
3.4 Section properties
Chapter 4 BEAMS
4.1 Types and uses4.2 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 considerations5.2 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 considerations6.2 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 uses7.2 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 members8.2 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 construction9.2 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 connections10.2 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 Introduction11.2 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 Drawings12.2 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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