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The Design of Modern Steel Bridges - TEDI

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7.3.2 Ropes<br />

causing lateral compression; this, and the inclination <strong>of</strong> the constituent wires<br />

with the axis <strong>of</strong> the strand reduce the tensile strength <strong>of</strong> the strand by 15–25%<br />

compared to single wires. <strong>The</strong> axial stiffness or the nominal Young’s modulus<br />

<strong>of</strong> the strand is also 10–15% less than that <strong>of</strong> a wire. Spiral strands have been<br />

popular in the UK; the Erskine Bridge in Scotland had four stays, each consisting<br />

<strong>of</strong> 24 strands in 6 4 rectangular formation, each strand being 76 mm in<br />

diameter. <strong>The</strong> cable-stays <strong>of</strong> Dartford Bridge, which is a multi-stay bridge, are<br />

spiral strands <strong>of</strong> 137 mm in diameter.<br />

Several strands can be spirally wound around one core strand to form a cable;<br />

in USA these are called ‘ropes’ (see Fig. 7.5). <strong>The</strong>se are more flexible to bend<br />

round saddles, etc. But the strength and stiffness <strong>of</strong> a rope is less than that <strong>of</strong> an<br />

equivalent strand, and its outer surface is more difficult to protect against<br />

Figure 7.4 Large spiral strand.<br />

Figure 7.5 Multi-strand rope (USA).<br />

Cable-stayed <strong>Bridges</strong> 191

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