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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 />

14.7.6 Coating<br />

Further reading 397<br />

The coating process, used currently for locked-coil cables, consists of coating<br />

the bare wires with an anti-corrosion product with a good bond and long service<br />

life. The various substances used generally have a high dropping point so as not to<br />

run back towards the lower anchorages. They are usually high viscosity resins or<br />

oil-based grease, paraffins or chemical compounds.<br />

14.7.7 Protection of anchorages<br />

The details of the connections between the ducts and the anchorages must prevent<br />

any inflow or accumulation of water. The actual details depend on the type of<br />

anchorages used, on the protective systems for the cables, and on their slope. There<br />

are different arrangements intended to ensure water tightness of vital zones.<br />

14.7.8 Protection against accidents<br />

Cables should be protected against various risks of accident, such as vehicle impact,<br />

fire, explosion and vandalism. Measures to be taken may be based on the following:<br />

(a) protection of the lower part of the stay, over a height of about 2.0 m, by a steel<br />

tube fixed into the deck and fixed into the duct; the tube dimensions (thickness<br />

and diameter) must be adequate.<br />

(b) strength of the lower anchorage against vehicle impact.<br />

(c) replacement of protective elements possible without affecting the cables themselves<br />

and, as far as possible, without interrupting traffic.<br />

Further reading for Chapter 14<br />

Adams P.F., Krentz H.A. & Kulak G.L. (1973) Canadian Structural <strong>Steel</strong> Design.<br />

Canadian Institute of <strong>Steel</strong> Construction, Ontario.<br />

Bresler B., Lin T.Y. & Scalzi J.B. (1968) Design of <strong>Steel</strong> Structures. Wiley, Chichester.<br />

Dowling P.J., Knowles P. & Owens G.W. (1988) Structural <strong>Steel</strong> Design. Butterworths,<br />

London.<br />

Horne M.R. (1971) Plastic Theory of Structures, 1st edn. Nelson,Walton-on-Thames.<br />

Owens G.W. & Cheal B.D. (1989) Structural <strong>Steel</strong>work Connections. Butterworths,<br />

London.<br />

Timoshenko S.P. & Goodier J.N. (1970) Theory of Elasticity. McGraw-Hill,<br />

London.

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