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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 />

Chapter 5<br />

Other structural applications<br />

of steel<br />

Edited by IAN DUNCAN with contributions from MICHAEL GREEN,<br />

ERIC HINDHAUGH, IAN LIDDELL, GERARD PARKE,<br />

JOHN TYRRELL and MATTHEW LOVELL<br />

5.1 Towers and masts<br />

5.1.1 Introduction<br />

Self-supporting and guyed towers have a wide variety of uses, from broadcasting<br />

of television and radio, telecommunications for telephone and data transmission<br />

to overhead power lines, industrial structures, such as chimneys and flares, and<br />

miscellaneous support towers for water supply, observation or lighting. These structures<br />

range from minor lighting structures, where collapse might have almost no<br />

further consequences, to major telecommunications links passing thousands of<br />

telephone calls or flare structures on which the safety of major chemical plant can<br />

depend. The term ‘mast’ describes a tower which depends for its stability on cable<br />

guys.<br />

5.1.2 Structural types<br />

<strong>Steel</strong> towers can be constructed in a number of ways but the most efficient use<br />

of material is achieved by using an open steel lattice. Typical arrangements for<br />

microwave radio and transmission towers are shown in Fig. 5.1. The use of an open<br />

lattice avoids presenting the full width of structure to the wind but enables the<br />

construction of extremely lightweight and stiff structures. Most power transmission,<br />

telecommunication and broadcasting structures fall into this class.<br />

Lattice towers are typically square or triangular and have low redundancy. The<br />

legs are braced by the main bracings: both of these are often propped by additional<br />

secondary bracing to reduce the effective buckling lengths.The most common forms<br />

of main bracing are shown in Fig. 5.2.<br />

Lattice towers for most purposes are made of bolted angles. Tubular legs and<br />

bracings can be economic, especially when the stresses are low enough to allow<br />

relatively simple connections. Towers with tubular members may be less than half<br />

the weight of angle towers because of the reduced wind load on circular sections.<br />

169

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