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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 />

696 Welds and design for welding<br />

Full-penetration butt welds are best made with one of several types of weld<br />

backing, some of which are shown in Fig. 24.6. The backing allows the welder to use<br />

sufficient heat to ensure penetration through the full thickness of the members<br />

being joined. Backing can often be provided by an adjacent member, especially in<br />

corner welds.<br />

H<br />

(a) (b)<br />

(c)<br />

(d)<br />

Fig. 24.6 Full penetration in butt welds is best achieved with root backing such as with<br />

closely fitting steel strips attached by fillet welds at the back (a), or within the<br />

groove (b), by a copper bar (c), or by ceramic tiles (d) and (e).<br />

24.3.4 Consultation with fabricators<br />

Even though steelwork contractors hold designers to be responsible for many<br />

welding problems, welding staff are reluctant (and often not qualified professionally)<br />

to recommend improvements. On the other hand, designers cannot be expected<br />

to be familiar with all welding innovations, nor the capabilities of individual welding<br />

shops and their personnel. The best way to ensure efficient welding details is for<br />

designers to initiate genuine dialogue with fabricators and to consider suggestions<br />

for alternative approaches to welding.<br />

24.3.5 Summary of recommendations<br />

The items discussed above can be summarized as follows:<br />

• minimum number of welds and fewest different weld types<br />

• minimum cost welds (i.e. fillets rather than butts)<br />

• full penetration welds only where the following show them to be essential:<br />

(a) partial penetration throat area is insufficient to support the stresses,<br />

(b) for a one-sided weld the loading might open the root of the weld,

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