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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 />

938 Tolerances<br />

Holding-down bolts and other fixing bolts are either:<br />

(1) fixed in position, or<br />

(2) adjustable, in sleeves or pockets.<br />

31.5.3.2 Fixed bolts<br />

Fixed bolts used to be solidly cast in, an operation requiring care and the use of jigs<br />

or templates to achieve accurately. However, they are now also commonly produced<br />

by placing resin-grouted bolts in holes drilled in the concrete after casting. It may<br />

also be possible to use expanding bolts.<br />

In whatever way fixed bolts are achieved, they need to be positioned accurately,<br />

as the only adjustment possible is in the steelwork, so relatively close tolerances are<br />

normally specified.<br />

31.5.3.3 Adjustable bolts<br />

Adjustable bolts are placed in tubes or in tapered trapezoidal or conical holes cast<br />

in the concrete, so that a degree of movement of the threaded end of the bolt is possible,<br />

while the other end is held in place by a steel washer or other anchoring device<br />

embedded in the concrete.<br />

This alternative permits the use of more easily achieved tolerances for the bolts,<br />

while using relatively simple details for the steelwork.Adjustment of the bolt necessitates<br />

its axis deviating from the vertical to some extent, and the holes in the steelwork<br />

need to be large enough to allow for this, particularly if the baseplate is thick.<br />

The use of loose plate washers is recommended to span oversize holes if necessary.<br />

If required they can be welded in place after the bolts are tightened, but this should<br />

not normally be necessary. ‘Particular’ tolerances need to be worked out for each<br />

case, depending on the details, including the length of the bolts, because this affects<br />

their slope.<br />

31.5.3.4 Length of bolts<br />

The level of the top of an HD bolt is also important to ensure that the nuts can be<br />

fitted properly after erection. To provide the necessary tolerances for the fixing of<br />

the bolts they should be longer than theoretically required, long threaded lengths<br />

should be provided, and the nominal level for the top should be above the theoretical<br />

position.<br />

Similar considerations apply to the lengths of fixing bolts located horizontally.

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