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 |
