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Steel Designers Manual - TheBestFriend.org

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This material is copyright - all rights reserved. Reproduced under licence from The <strong>Steel</strong> Construction Institute on 12/2/2007<br />

To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.<strong>org</strong>/<br />

<strong>Steel</strong> <strong>Designers</strong>' <strong>Manual</strong> - 6th Edition (2003)<br />

920 Tolerances<br />

31.2.3 National structural steelwork specification (NSSS)<br />

The limitations of the tolerances specified in earlier versions of BS 5950: Part 2 have<br />

been extended by an extensive coverage of tolerances in the National structural<br />

steelwork specification for building construction. This is an industry standard based<br />

on established sound practice. The widely accepted document, promoted by the<br />

British Constructional <strong>Steel</strong>work Association (BCSA), is now in its 4th edition.<br />

31.2.4 ENV 1090-1 Execution of steel structures<br />

As part of the harmonization of construction standards in Europe, CEN has issued<br />

ENV 1090: Part 1: General rules and rules for buildings, which is available through<br />

BSI as DD ENV 1090-1: 1998.<br />

This document includes comprehensive recommendations for both erection and<br />

manufacturing tolerances. To a large extent these recommendations are consistent<br />

with BS 5950: Part 2 and the NSSS. However, some of them are more detailed.<br />

31.2.5 ISO 1071-2 <strong>Steel</strong> structures: Part 2: Fabrication and erection<br />

This is very similar to ENV 1090-1 and BS 5950: Part 2. It is unlikely to be issued<br />

as a BSI standard.<br />

31.2.6 BS 5606 Guide to accuracy in building<br />

BS 5606 is concerned with buildings generally and is not specific to steelwork. The<br />

1990 version has been rewritten as a guide, following difficulties due to incorrect<br />

application of the previous (1978) version, which was in the form of a code.<br />

BS 5606 is not intended as a document to be simply called up in a contract<br />

specification. It is primarily addressed to designers to explain the need for them to<br />

include means for adjustment, rather than to call for unattainable accuracy of construction.<br />

Provided that this advice is heeded, its tables of ‘normal’ accuracy can<br />

then be included in specifications, except where they conflict with overriding structural<br />

requirements. This can in fact happen, so it is important to remember that the<br />

requirements of BS 5950 must take precedence over BS 5606.<br />

BS 5606 introduces the idea of characteristic accuracy, the concept that any construction<br />

process will inevitably lead to deviations from the target dimensions, and<br />

its objective is to advise designers on how to avoid resulting problems on site by<br />

appropriate detailing. The emphasis in BS 5606 is on the practical tolerances which<br />

will normally be achieved by good workmanship and proper site supervision. This<br />

can only be improved upon by adopting intrinsically more accurate techniques,

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