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- 0.0 - Introduction to the TGN
- 1.0 - Product certification
- 10.0 - Installation - Fall arrest systems
- 10.1 - Safety nets
- 11.0 - Installation - Floor deck and shear studs
- 11.10 VoidSafe® Protection System
- 11.11 Disposal of Waste
- 11.1 - Cartridge tools
- 11.2 - Decking around columns
- 11.3 - Unpainted top flanges
- 11.4 - Mobile stud welding equipment
- 11.5 - Static generator or mains supply
- 11.6 - Stud welding: Testing
- 11.6 - Testing
- 11.7 - Scorching of beams
- 11.7 Stud Welding causing Scorching to beam
- 11.8 - Minimising grout loss
- 11.9 Void Protection
- 12.10 - Surface flatness
- 12.11 - Curing
- 12.12 - Post-installation characteristics
- 12.13 Surplus concrete waste
- 12.1 - Site considerations
- 12.2 - Temporary propping
- 12.3 - Cleaning the decking
- 12.4 - Damaged decking
- 12.5 - Construction joints
- 12.6 - Reinforcement drawings and bending schedules
- 12.7 - Concrete mix requirements
- 12.8 - Placement
- 12.9 - Surface finish
- 13.1 - High Durability floor deck
- 13.2 - Crushed ends deck sheets
- 13.3 - VoidSafe™ Protection System
- 13.4 - Perimeter toeboard
- 13.5 - Channel edge trim
- 13.6 - TAB-Deck™ – Fibre concrete
- 13.7 - Off-site cutting
- 13.8 - Service fixings
- 13.9 - Plastisol (PF) Coating
- 14.1 - SMD documentation
- 14.2 - Industry best practice
- 14.3 - Design standards
- 14.4 - Further reading
- 2.0 - Specification
- 2.1 - Fall arrest systems
- 2.2 - Floor deck material specification
- 2.3 - Stud welding
- 2.4 - Roof deck material specification
- 2.5 - Concrete
- 3.1 - Management & supervision
- 3.2 - Documentation
- 3.3 - Personal Protective Equipment (PPE)
- 3.4 - Protection of falls from height
- 3.5 - Trained and competent workforce
- 3.6 - DO's for associated trades
- 4.0 Design, Floor deck
- 4.10 - Steps in slab
- 4.11 - End caps
- 4.1 - Benefits of composite metal deck
- 4.1 Construction stage and construction deflections
- 4.2 - Sheet lengths
- 4.3 - Temporary propping
- 4.4 - Lateral restraint and diaphragm action
- 4.5 - Bearings / Support
- 4.6 - Fixings
- 4.7 - Cantilevers
- 4.8 - Edge trim
- 4.9 - Flashings
- 5.0 - Design - Floor deck - Composite stage
- 5.1 - Reinforcement
- 5.2 - Saw cuts
- 5.3 - Fire
- 5.4 - Moving concentrated loads
- 5.5 - Long single span propped composite Slabs
- 5.6 - Forming service holes
- 6.0 - Design - Floor deck composite beam design
- 6.1 - Shear stud LAW (length after weld)
- 6.2 - Design rules for minimum degree of connection
- 6.3 - Shear stud reduction factors
- 6.4 - BS EN 1994-1-1 Reduction factors for SMD Products
- 6.5 - BS5950-3 Section 3.1 Reduction factors for SMD Products
- 6.6 - Shear stud spacing
- 6.7 -Transverse reinforcement for composite beams
- 6.8 - Alternative Shear Connectors
- 6.9 Pre-studded beams
- 7.1 - Falls and ramps
- 7.2 - Fixing tool and stud welding gun restrictions
- 7.3 - Concrete encased beams
- 7.4 - Durability
- 7.5 - Aggressive environments
- 7.6 - Vibration
- 7.7 - Acoustics
- 7.8 - Thermal mass
- 8.0 - Design - Roof deck
- 8.10 - Durability
- 8.11 - Acoustics
- 8.12 - Airtightness
- 8.13 - Fixing specification
- 8.14 - Flashing details
- 8.14 - Non-fragility
- 8.15 - Diaphragm design
- 8.15 - Non-fragility
- 8.16 - Diaphragm design
- 8.16 - Protex® warranted insulated system
- 8.17 - Aesthetics
- 8.18 - Forming openings
- 8.1 - Quality
- 8.2 - Spans
- 8.3 - Loads
- 8.4 - Standard end laps
- 8.5 - Extended end laps
- 8.6 - Raking supports and cutting
- 8.7 - Cantilevers
- 8.8 - Sheet lengths
- 8.9 - Fire rating
- 9.1 - Delivery and access
- 9.2 - Pack size and sheet length limits
- 9.3 - Offloading, hoisting and storage
- 9.4 - Pack labels / loading-out locations
- 9.5 Lifting Shear Studs to Level
- Contents
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