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#1 Posted : 19 April 2006 12:03:00(UTC)
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Posted By Mick Yeomans What height can unsheeted scaffolds be built to without requiring calculations, providing they are built to a recognised standard. The (Withdrawn) BS 5973 quoted 50 m in paragraph 8.5.1. I have a copy of BS EN 12811-1:2003 Part 1 and cannot find guidance in this document, am I reading the wrong standard?
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#2 Posted : 19 April 2006 12:30:00(UTC)
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Posted By Salus Hi Mick, BS 5973 is still accepted by the HSE, although it has been as you say "withdrawn". The new EU guidlines, TG20 can be obtained, but they have a lot more calculations you would have to consider.
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#3 Posted : 19 April 2006 12:31:00(UTC)
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Posted By Salus Mick, sorry I forgot to mention BS 6399 for wind coding
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#4 Posted : 19 April 2006 12:41:00(UTC)
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Posted By Mick Yeomans Thanks Salus, I am not familiar with TG20, could you please enlighten me.
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#5 Posted : 19 April 2006 12:57:00(UTC)
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Posted By Salus TG20 2005 / guide to good practise for scaffold tubes & fittings ISBN 0 9549515 0 6
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#6 Posted : 19 April 2006 15:22:00(UTC)
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Posted By Mick Yeomans I have just looked up purchasing TG20 only to discover it costs £105 and is being re-written. As I am not prepared to buy a document that is soon to be superseded, can anyone tell me if there is any reference in the existing document as to maximum height without design and calculations.
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#7 Posted : 19 April 2006 15:57:00(UTC)
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Posted By ken mosley Mick, You are quite right the NASC Technical guidance is being redrafted and likely to be published around September. The good news is that those who have already forked out for their TG:20 will get the revised copy free. So if you buy the existing guidance now you will also get the revision when it comes out. Ken
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#8 Posted : 19 April 2006 15:59:00(UTC)
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Posted By Robert K Lewis Mick The withdrawn BS did indeed have maximum height statements for specific styles of scaffold, such as masons or light access, but the situation is that these are formally withdrawn and thus superceded. The BS EN 12811 really only applies to system scaffolds and TG20 was an attempt to fill the gap. System scaffolds are susceptible to broad design calculations and so there are general designs quoted. Tube and fitting is more reliant on good erection technique and there has been a realisation that greater design input is required than was previously thought. I personally am not convinced by the BS EN approach as I feel that scaffold design is often rather peremptory and it is assumed the erector knows what he is doing. If you remember the old BS talked of Loading Bays always requiring design - how often do you see no design calculations or drawings and receive the assertion "this is what we always do"!!! My angle of attack is often to become concerned about design information at anything of greater than fifteen metres height; or of irregular shape footprint, especially curved; or where load bearing is critical. Bob
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#9 Posted : 20 April 2006 08:02:00(UTC)
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Posted By Mick Yeomans Thanks for all the advice received. It is interesting to read that NASC 'Technically Speaking' newsletter, Issue No 8 April 2006 states that the NASC view is that best practice for standard basic tube and fitting scaffolds is currently achieved by following BS5973 amended to follow the tie patterns and facade bracing detailed in TG20:05. BS5973 is a withdrawn standard, what are your veiws?
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