Steel Designers Manual - TheBestFriend.org

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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) 934 Tolerances Table 31.4 (contd ) ©BCSA 7.4.5 Flanges Out of flatness. B Flange width cja]—t. A A= B/l00 or 3mm whichever is the greater w = Railwidth + 20mm 7.4.6 Top Flange of Crane Girder __ w w Out of flatness where the rail seats. ____________ A 7.4.7 Length Length on centre line. 7.4.8 Flange Straightness Straightness of individual flanges. 7.4.9 Curved or Cambered 7A L A= L/1000 or 3mm whichever is the greater Deviation from intended curve or camber at mid-length of curved _____________________ portion, when measured with the L web horizontal. Deviation = L/i000 or 6mm whichever is greater gauge length = web depth d[ 7.4.10 Web Distortion Distortion on web depth or gauge length. A d/150 or 3mm whichever is the greater 7.4.11 Cross Section at Bearings Squareness of flanges to web.
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 31.4 (contd ) 7.4.12 Web Stiffeners Straightness of stiffener out of plane with web after welding. 7.4.13 Web Stiffeners Straightness of stiffener in plane with web after welding. 7.5 PERMITTED DEVIATiONS IN BOX SECTIONS ©BCSA 7.5.1 Plate Widths Width of B1 or B 7.5.2 Squareness Squareness at diaphragm positions. 7.5.3 Plate Distortion Distortion on width or gauge length. Erection tolerances 935 LA = d/500omm whichever is greater A = d/250 or 3mm whichever is greater B1 ii Bf A I or B
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