R1400,00 Incl. VAT
Weight | 500 g |
---|---|
Author | Southern African Institute of Steel Construction |
Publisher | Southern African Institute of Steel Construction |
ISBN Number | 978-0-620-54051-3 |
Edition | Second |
Year |
Foreword | |
1 | Introduction and general issues |
1.1 Purpose and target audience | |
1.2 Standard governing the design and production of | |
connections in South Africa | |
1.3 Further guidance for successful projects | |
1.4 Economic connections | |
1.5 Behaviour of connections | |
1.6 The Lower Bound Theorem | |
1.7 Movement joints | |
1.8 Connections and fire | |
1.9 Connections not covered | |
1.10 Issues for further thought | |
1.11 Materials | |
1.12 Organisation of the book | |
1.13 References to clauses | |
2 | Bolts and bolting |
2.1 Fasteners | |
2.2 Specifying bolted connections | |
2.3 Dimensions in bolted connections | |
2.4 Installing bolts | |
2.5 Quality assurance of bolting | |
3 | Design of fasteners in connections |
3.1 Introduction | |
3.2 Bolts in shear | |
3.3 Bolts in tension | |
3.4 Combined shear and tension | |
3.5 Bearing of bolts on plates | |
3.6 Single lap joint with a single row of bolts | |
3.7 Friction grip joints | |
3.8 Eccentric loads on bolt groups | |
3.9 Pins | |
3.10 Joints with screws | |
3.11 Fatigue in bolts | |
3.12 Examples | |
3.13 Tables of bolts resistances | |
4 | Welds and welding |
4.1 The process | |
4.2 Welding specifications | |
4.3 Handling and storage of low hydrogen SMAW electrodes | |
4.4 Weld positions | |
4.5 Weld descriptions | |
4.6 Preparation for groove welds | |
4.7 Minimum sizes for fillet welds without preheating | |
4.8 Preheating | |
4.9 Welding defects | |
4.10 Lamination and lamellar tearing | |
4.11 Non-destructive testing | |
4.12 Visual inspection | |
4.13 Appropriate non-destructive testing methods | |
4.14 Qualification of welds and procedures | |
4.15 Welding symbols | |
4.16 Specifying welding | |
4.17 Specifying non-destructive testing (NDT) for welds | |
4.18 Information to be provided by the contractor | |
4.19 Making sure the welder can see and reach the weld | |
5 | Design of welds in connections |
5.1 Introduction | |
5.2 Complete and partial joint penetration groove welds | |
5.3 Fillet welds | |
5.4 PJPG weld reinforced by a fillet weld | |
5.5 Resistance of a welded joint subject to a combination of forces | |
5.6 Eccentric loads on weld group | |
5.7 Fatigue in welded joints | |
5.8 Guidance for designers of welded structures | |
5.9 Examples | |
5.10 Resistance tables | |
6 | Design of elements in connections |
6.1 Scope of chapter | |
6.2 Failure of a plate in tension | |
6.3 Tension and shear block failure | |
6.4 The Whitmore width | |
6.5 Failure of a member under concentrated lateral force | |
6.6 Load bearing stiffeners | |
6.7 Plates in connections | |
6.8 Plates at pin connections | |
6.9 Yielding | |
6.10 Examples | |
7 | Simple beam end connections |
7.1 Introduction | |
7.2 Double angle cleat connection | |
7.3 Single angel cleat connection | |
7.4 Flexible end plate connections | |
7.5 Fin plate connections | |
7.6 Angle seat connections | |
7.7 Examples | |
7.8 Standard connections and resistance tables | |
8 | Rigid beam end connections |
8.1 Introduction | |
8.2 Welded rigid beam end connections | |
8.3 Connections with bolted end plates | |
8.4 Haunched end plate connections | |
8.5 Examples | |
8.6 Resistance tables | |
9 | Structures with semi-rigid connections |
9.1 Introduction | |
9.2 Scope of this chapter | |
9.3 Advantages and disadvantages of semi-continuous structures | |
9.4 Semi-rigid connections | |
9.5 Analysis and design of beams | |
9.6 Resistance of a connection | |
9.7 Resistance of a column | |
9.8 Examples | |
10 | 10.1 Introduction |
10.2 Welded splices | |
10.3 Bolted shear slices in beams | |
10.4 Bolted moment splices in beams | |
10.5 Bolted column splices without bending moment | |
10.6 Bolted coliumn splices with bending moments | |
10.7 Other splices | |
10.8 Examples | |
11 | Column bases and anchorage to concrete |
11.1 General remarks on column bases | |
11.2 Cast-in or embedded elements | |
11.3 Anchoring steelwork to concrete | |
11.4 Design of pinned (simple) bases | |
11.5 Design of column bases under combined compression and movement | |
11.6 Examples | |
11.7 Resistance tables | |
12 | Connections for lattice structures and bracing |
12.1 Introduction | |
12.2 Typical connections and practical details | |
12.3 Attachment of members and its effect on their resistance | |
12.4 Nodes in trusses | |
12.5 Design of gusseted connections | |
12.6 Underfloor bracing | |
12.7 Transfer forces | |
12.8 Examples | |
12.9 Resistance tables | |
References and additional reading | |
Index |