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Aluminium Design and Construction John Dwight

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material, it is significantly greater; while for 2xxx material, <strong>and</strong> also for<br />

the stronger versions of 7xxx <strong>and</strong> 5xxx material, it is considerably so.<br />

2.3.8 Tolerances<br />

When one sees a batch of gleaming aluminium extrusions, one is tempted<br />

to think of them as a precision product, although in fact they are subject<br />

to tolerances in the same way as steel. Such tolerances cover width,<br />

thickness, section shape, straightness <strong>and</strong> twist. When a particular<br />

dimension is critical, it is usually possible to negotiate with the extruder<br />

a tighter figure for the tolerance concerned. An example would be when<br />

two sections have to mate together. It is beyond our scope to cover<br />

tolerances in detail, <strong>and</strong> the following is a rough guide.<br />

The normal tolerance on section width w may be estimated from the<br />

following approximate expression:<br />

(2.4)<br />

where the width w is in mm. This agrees reasonably with the British<br />

St<strong>and</strong>ard BSEN.755 requirements when w > 100 mm, erring on the high<br />

side for low values of w. An equivalent expression for the tolerance on<br />

thickness t is:<br />

(2.5)<br />

where w <strong>and</strong> t are in mm. This refers to the thickness of the main<br />

elements of the section, <strong>and</strong> does not apply to small fins etc. Again it<br />

tends to be pessimistic at low w.<br />

Expression (2.5) can give disturbing results, if taken at face value.<br />

For example, if w=300 <strong>and</strong> t=3 mm, the estimated tolerance would be<br />

±0.7 mm. Applied over the whole section this could lead to an area<br />

some 20–25% above nominal, with a corresponding increase in the weight.<br />

If the section was being bought at a fixed rate per kilogram, the effect<br />

on the economy of the design would be disastrous. In fact, the tolerance<br />

value given by equation (2.5) mainly covers local variations in thickness<br />

around the section. The reason it increases so much with w is to allow<br />

for flexing of the die in a wide thin section. Such flexing affects the<br />

thickness at the middle of a wide thin element. At the edges the variation<br />

will be much less, <strong>and</strong> can be estimated by ignoring the second term in<br />

expression (2.5). Therefore the possible variation in cost per metre will<br />

be much less than might at first be supposed. But it is still significant.<br />

An important factor governing variation in thickness is die wear. On<br />

a long run, the die has to be taken out of service when it gets too worn<br />

<strong>and</strong> replaced by a fresh one. A tighter tolerance can be achieved by<br />

limiting the interval between such replacements.<br />

Copyright 1999 by Taylor & Francis Group. All Rights Reserved.

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