Difference between revisions of "Contents"
From TGN Online
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'''All contents of the Technical Guidance Notes (TGN) are listed under the following main sections:-''' | '''All contents of the Technical Guidance Notes (TGN) are listed under the following main sections:-''' | ||
__NOTOC__ | __NOTOC__ | ||
| + | ---- | ||
| − | + | ;0.0 - Introduction to the TGN | |
| − | + | : [[Help us to help you!]] | |
| − | + | : [[References]] | |
| + | ---- | ||
| + | ;1.0 - Product certification | ||
| + | : [[1.0 - Legal requirements]] | ||
| − | |||
| − | |||
| + | ;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]] | ||
| − | + | ---- | |
| − | + | ||
| − | + | ||
| − | + | ||
| − | + | ||
| − | + | ||
| + | ;3.0 - Health and Safety | ||
| + | : [[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 | |
| − | + | : [[4.1 - Benefits of composite metal deck]] | |
| − | + | : [[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]] | ||
| + | : [[4.10 - Steps in slab]] | ||
| + | : [[4.11 - End caps]] | ||
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;[[5.0 - Design - Floor deck - Composite stage]] | ;[[5.0 - Design - Floor deck - Composite stage]] | ||
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: [[5.6 - Forming service holes]] | : [[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]] | ||
| − | + | ---- | |
| − | + | ||
| − | + | ||
;7.0 - Design - Floor deck, considerations | ;7.0 - Design - Floor deck, considerations | ||
| − | + | ---- | |
;8.0 - Design - Roof deck | ;8.0 - Design - Roof deck | ||
| − | + | ---- | |
;9.0 - Supply of materials | ;9.0 - Supply of materials | ||
| − | + | ---- | |
;10.0 - Installation, Fall arrest systems | ;10.0 - Installation, Fall arrest systems | ||
| − | + | ---- | |
;11.0 - Installation, Floor deck and shear studs | ;11.0 - Installation, Floor deck and shear studs | ||
| − | + | ---- | |
;12.0 - Concrete | ;12.0 - Concrete | ||
| − | + | ---- | |
;13.0 - Product Options | ;13.0 - Product Options | ||
| − | + | ---- | |
;14.0 - References | ;14.0 - References | ||
Revision as of 09:25, 25 January 2017
All contents of the Technical Guidance Notes (TGN) are listed under the following main sections:-
- 0.0 - Introduction to the TGN
- Help us to help you!
- References
- 1.0 - Product certification
- 1.0 - Legal requirements
- 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
- 3.0 - Health and Safety
- 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
- 4.1 - Benefits of composite metal deck
- 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
- 4.10 - Steps in slab
- 4.11 - End caps
- 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
- 7.0 - Design - Floor deck, considerations
- 8.0 - Design - Roof deck
- 9.0 - Supply of materials
- 10.0 - Installation, Fall arrest systems
- 11.0 - Installation, Floor deck and shear studs
- 12.0 - Concrete
- 13.0 - Product Options
- 14.0 - References
Need more information?
For more information on any of the sections in on this site, contact us on +44 (0) 1202 718 898 or email our Technical Team
