TG4:19 had amendments predominantly in relation to the orientation of ring bolts where current thinking is that settlement is probably greater than side wind loads so reduces potential shear loads on the bolt. Other minor changes were cosmetic. A recent update in April 2019 saw the removal of one reference only when the guidance was reissued as TG4:19.
This guidance gives details of various products available which will satisfactorily hold down scaffold boards to prevent movement. Users should satisfy themselves that any proprietary system meets their requirements.
A 32-page, full-colour pocket guide in A6 format. This document summarises clearly the requirements for TG20 compliant scaffolding and offers indispensable guidance to the scaffolding operative on-site. Minimum order of 10 unless you also own the TG20:13 Full Suite. NASC members are entitled to a discount on orders in excess of 100 copies. For more information email firstname.lastname@example.org
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.
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.
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