Abstract

2.1. Introduction 2.2. Structural sections used in space frames 2.3. Design of tension members 2.4. Design of compression members 2.5. Effective length of compression members 2.6. Design of members under axial compression and bending 2.7. Design of node connectors 2.8. Design principles of Tuball spherical connectors 2.9. Properties of bolts 2.10. Coning of tubes at nodes 2.11. Use of a threaded rod 2.12. Design of purlins 2.13. Codes of practice 2.14. Case study: a space frame with plate connectors for supporting a tennis court at Deira City centre, United Arab Emirates 2.15. Design of plate connectors 2.16. References

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