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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) 944 Tolerances Table 31.5 (contd ) ©BCSA 9.6.7 Beam Level Specified Level A Deviation from specified level at supporting column. 9.6.8 Level at Each End of Same Beam Relative deviation in level at ends. 9.6.9 Level of Adjacent Beams within a distance of 5 metres I J A = 10mm A =5mm Deviation from relative horizontal levels (measured on centreline of top flange). A = 5mm 9.6.10 Beam Alignment Horizontal deviation relative to an [I Floor Level adjacent beam above or below. A Floor Level h3m, A=h1600
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 9.6.11 Crane Gantry Columns Plumb Deviation of cap relative to base. 9.6.12 Crane Gantries Gauge of Rail Tracks Deviation from true gauge. 9.6.13 Joints in Gantry Crane Rails ( Rail surface 9.6.14 Joints in Gantry Crane Rails Rail edge Erection tolerances 945 = H/lOOO or 5mm whichever is greater Max = 25mm G+A A =±lOmm A = 0.5mm A =1 mm
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