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From the brand-new Diglis Bridge, head north through Worcester town centre. First you'll come to John Gwynn's 1781 road bridge, the only road bridge in Worcester. Next, it's the Worcester to Hereford Railway Bridge, built in 1860 (with its river spans replaced in 1905).
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The bridge is generally in steel, with timber deck planks with added anti-slip surfacing. When first built, the bridge attracted criticism for its slippery surface (presumably untreated timber), which led to a number of insurance claims and had to be replaced.
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This simplifies design, and also the construction of a bridge, as the cable stiffness has no effect on the stresses within the deck, allowing the cables to be adjusted freely during construction. The bridge then largely comprises a series of rigid triangles pinned to each other.
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An asymmetric cable-stayed bridge results in significant out-of-balance horizontal reactions at the end of the deck, due to the force in the deck balancing the main span cables. On Diglis Bridge, I guess this force is taken into the pylon base and then perhaps balanced against the back-stay anchors via a buried strut. At Sabrina, the force is tied back by diagonal bracing members visible in the photo above right, running from top right to bottom left.
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Sabrina Bridge is an unusual structure, and I'd be interested to know of any other cable-stayed bridges which share its hinged deck form.
Further information:
- Google maps / Bing maps
- Structurae
- A Century of Bridges (Witts, 1998)
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