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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 />

31.3.4 Lift shafts for elevators<br />

The deviations from verticality that can be tolerated in the construction of guides<br />

for ‘lifts’ or elevators are commonly more stringent than those for the construction<br />

of the building in which they operate. In low-rise buildings sufficient adjustment can<br />

be provided in association with the clearances, but in tall buildings it becomes necessary<br />

either to impose ‘special’ tolerances on column verticality or else to impose<br />

‘particular’ tolerances on those columns bounding the lift shaft.<br />

In agreeing the limits to be observed with the lift supplier, it should not be overlooked<br />

that the horizontal deflections of the building due to wind load also have<br />

implications for the verticality of the lift shafts.<br />

31.4 Fabrication tolerances<br />

31.4.1 Scope of fabrication tolerances<br />

The description ‘fabrication tolerances’ is used here to include tolerances for all<br />

normal workshop operations except welding. It thus covers tolerances for:<br />

(1) cross sections, other than rolled sections,<br />

(2) member length, straightness and squareness,<br />

(3) webs, stiffened plates and stiffeners,<br />

(4) holes, edges and notches,<br />

(5) bolted joints and splices,<br />

(6) column baseplates and cap plates.<br />

However, tolerances for cross sections of rolled sections and for thicknesses of<br />

plates and flats are treated as manufacturing tolerances. Welding tolerances (including<br />

tolerances on weld preparations and fit-up and sizes of permitted weld defects)<br />

are treated elsewhere.<br />

31.4.2 Relation to erection tolerances<br />

Fabrication tolerances 923<br />

An overriding requirement for accuracy of fabrication must always be to ensure<br />

that it is possible to erect the steelwork within the specified erection tolerances.<br />

Due to the wide variety of steel structures and the even wider variety of their<br />

components, any recommended tolerances must always be specified in a very<br />

general way. Even if it were possible to specify fabrication tolerances in such a way<br />

that their cumulative effect would always permit the specified erection tolerances<br />

to be satisfied, the resulting permitted deviations would be so small as to be unreasonably<br />

expensive, if not impossible, to achieve.

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