Difference between revisions of "Contents"

Revision as of 11:47, 25 January 2017

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: 5.0 - 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: 6.0 - 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

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

@@ Line 1: / Line 1: @@
-|+ style="color:#e2503e;"|0.0 - Introduction to the TGN
 ;0.0 - Introduction to the TGN
 : [[0.0 - Introduction to the TGN]]