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- TGN Contents
- 0.0 - Introduction to the TGN|0.0 - Introduction
- 1.0 - Product certification|1.0 - Certification
- 2.1 - Fall arrest systems|2.0 - Specification
- 0.0 - Introduction
- 0.0 - Introduction to the TGN|0.0-Introduction
- 1.0 - Product certification
- 1.0 - Product certification|1.0-Product cert'n
- 2.0 - Specification
- 2.1 - Fall arrest systems|2.1-Fall arrest
- 2.2 - Floor deck material specification|2.2-Floor deck spec'n
- 2.3 - Stud welding|2.3-Stud welding
- 2.4 - Roof deck material specification|2.4-Roof deck spec'n
- 2.5 - Concrete|2.5-Concrete
- 3.0 - Health and Safety
- 3.1 - Management & supervision|3.1-Management
- 3.2 - Documentation|3.2-Documentation
- 3.3 - Personal Protective Equipment (PPE)|3.3-PPE
- 3.4 - Protection of falls from height|3.4-Protection of falls
- 3.5 - Trained and competent workforce|3.5-Trained workforce
- 3.6 - DO's for associated trades|3.6-DO's for trades
- 4.0 - Design - Floor deck
- 4.1 - Benefits of composite metal deck|4.1-Benefits
- 4.2 - Sheet lengths|4.2-Sheet lengths
- 4.3 - Temporary propping|4.3-Temp' propping
- 4.4 - Lateral restraint and diaphragm action|4.4-Lat restraint & diaphragm action
- 4.5 - Bearings / Support|4.5-Bearing/Support
- 4.6 - Fixings|4.6-Fixings
- 4.7 - Cantilevers|4.7-Cantilevers
- 4.8 - Edge trim|4.8-Edge trim
- 4.9 - Flashings|4.9-Flashings
- 4.10 - Steps in slab|4.10-Steps in slab
- 4.11 - End caps|4.11-End caps
- 5.0 - Design - Floor deck, Composite stage
- 5.0 - Design - Floor deck - Composite stage|5.0-Design
- 5.1 – Reinforcement|5.1–Reinforcement
- 5.2 - Saw cuts|5.2-Saw cuts
- 5.3 - Fire|5.3-Fire
- 5.4 - Moving concentrated loads|5.4-Con'd loads
- 5.5 - Long single span propped composite Slabs|5.5-Propped Slabs
- 5.6 - Forming service holes|5.6-Srvice holes
- 6.0 - Design - Floor deck, Composite beam
- 6.0 - Design - Floor deck composite beam design|6.0-Design
- 6.1 - Shear stud LAW (length after weld)|6.1-Shear stud LAW
- 6.2 - Design rules for minimum degree of connection|6.2-Design rules
- 6.3 - Shear stud reduction factors|6.3-Stud red'n factors
- 6.4 - BS EN 1994-1-1 Reduction factors for SMD Products|6.4-BS EN 1994-1-1
- 6.5 - BS5950-3 Section 3.1 Reduction factors for SMD Products|6.5-BS5950-3
- 6.6 - Shear stud spacing|6.6-Stud spacing
- 6.7 -Transverse reinforcement for composite beams|6.7-Trans' reinf't
- 6.8 - Alternative Shear Connectors|6.8-Alt' Shear Con'trs
- 7.0 - Design - Floor deck, Considerations
- 7.1 - Falls and ramps|7.1-Falls & ramps
- 7.2 - Fixing tool and stud welding gun restrictions|7.2-Tool restrictions
- 7.3 - Concrete encased beams|7.3-Conc' encased beams
- 7.4 - Durability|7.4-Durability
- 7.5 - Aggressive environments|7.5-Agg' env'ts
- 7.6 - Vibration|7.6-Vibration
- 7.7 - Acoustics|7.7-Acoustics
- 7.8 - Thermal mass|7.8-Thermal mass