Difference between revisions of "MediaWiki:Sidebar"

Revision as of 11:52, 21 March 2017

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  • helppage|help
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• 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 - Floor deck, Composite stage design
  • 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 - Floor deck, Composite beam design
  • 6.0 - Design - Floor deck composite beam design|6.0-Composite beam 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