Under development. For more information visit www.nasc.org.uk/information/tg2021
Intended predominantly for engineers and designers, this A4 sized 206-page document provides technical data, commentary, and source material for use by competent and suitably qualified scaffold designers in circumstances which are outside the scope of standard solutions provided in the TG20:13 Operational Guide and TG20:13 e-Guide software. (Price shown includes £6 Postage & Packaging)
Out of stock
This guidance explains the differences between ‘supplementary’ and ‘check’ couplers and gives typical design applications where high coupler forces could be expected and where additional loadbearing capacity to connections may be required. It also contains guidance on coupler configurations and expected safe working loads (SWLs) where supplementary couplers are used. To ensure that SWL values are as accurate as possible, data provided within this document is based on practical testing rather than calculation.
This guide is intended to aid those who commission scaffold designs by summarising the responsibilities of each party involved at each stage of the process. It also details the requirements for preparing a design brief with information required by the Designer to enable a suitable and sufficient design to be produced, as well as outlining the design process, checking requirements and expected output information. This document is complimented by CG6: Scaffold Design. 6 pages.
The full suite of publications includes the following:
TG20:13 eGuide software, TG20:13 Design Guide (206 pages), TG20:13 Operational Guide (226 pages) and TG20 Pocket Guide (32 pages).
To buy the TG20:13 eGuide on its own, you need to have purchased the TG20:13 Full Suite before.
The TG20:13 eGuide may only be used on one PC/laptop/Android device at any given time.
Price shown includes VAT and £12 P&P.
This guidance on the use of scaffolding equipment that has been exposed to excessive heat, such as during a building fire and whether it can be safely re-used. Cost of fire damage evaluation does not warrant recovery of metal components.
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