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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 942 Tolerances Table 31.5 (contd ) 9.2 FOUNDATION INSPECTION The Steelwork Contractor shall inspect the prepared foundations and holding down bolts for position and level not less than seven days before erection of steelwork starts. He shall then inform the Employer if he finds any discrepancies which are outside the deviations specified in clause 9.1 requesting that remedial work be carried out before erection commences. 9.3 STEELWORK Permitted maximum deviations in erected steelwork shall be as specified in 9.6 taking account of the following: (i) (ii) (iii) DEVIATION CONCESSION All measurements be taken in calm weather, and due note is to be taken of temperature effects on the structure. (see 8.6.2.). The deviations shown for I sections apply also to box and tubular sections. Where deviations are shown relative to nominal centrelines of the section, the permitted deviation on cross-section and straightness, given in Section 7, maybe added. The Steelwork Contractor shall as soon as possible inform the Engineer of any deviation in position of erected steelwork which is greater than the permitted deviation in 9.6 so that the effect can be evaluated and a decision reached on whether remedial work is needed or a concession granted. 9.5 INFORMATION FOR OTHER CONTRACTORS The Engineer shall advise contractors engaged in operations following steel erection of the deviations acceptable in this document in fabrication and erection, so that they can provide the necessary clearances and adjustments. 9.6 PERMITTED DEVIATIONS OF ERECTED COMPONENTS ©BCSA 9.6.1 Position of Columns at Base Deviation of section centreline from the specified position. 9.6.2 Overall Plan Dimensions Deviation in length or width. A= 10mm True overall dimension L < 30 metres = 20mm True overall dimension L > 30 metres A = 2Omm+ 0.25 (L—30)mm L is the maximum dimension in metres
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) Table 31.5 (contd ) ©BCSA 9.6.3 Single Storey Columns Plumb Deviation of top relative to base, excluding portal frame columns, on main axes. See clause 1.2A (xvii) and 3.4.4 (iii) regarding pre-setting portal frames. 9.6.4 Multi-storey Columns Plumb Deviation in each storey and maximum deviation relative to base. 9.6.5 Gap Between Bearing Surfaces Erection tolerances 943 A = H/600 or 5mm whichever is greater Max 25mm Ah = h/600 or 5mm whichever is greater All =50mm maximum (See clauses 4.3.3 (iii), 6.2.1 and ____________ A 7.2.3.) II A=(D/l000)+ _I 1mm I 9.6.6 Alignment of Adjacent Perimeter Columns . critical face of columns I I Deviation relative to next column A ona line parallel to the grid line when measured at base or splice level. A =10mm
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