The Strength of Cast-Iron Girder Bridges.

Chettoe, C S; Davey, N; Mitchell, G R

doi:10.1680/ijoti.1944.14053

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1976

2011

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Cited by 3 publications

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“…The bridge had been analysed as a plane grillage linear elastic model using the Leap5 computer program (Bestech, 2010). The optimum load-carrying capacity was obtained by reference to methods described by Chettoe et al (1944). All repairs were designed to British Standards (BSI, 2000) and painting complied with Highways Agency specifications (Highways Agency, 2005).…”

Section: Nature Of the Problemmentioning

confidence: 99%

Repair of two riveted steel plate girder railway bridges

Sreeves¹

2011

Proceedings of the Institution of Civil Engineers - Bridge Engi

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This paper describes repairs to two 1906-built riveted steel plate girder bridges owned and maintained by the Gloucestershire Warwickshire Steam Railway (GWSR). Stanton Bridge carries the de-trunked former A46 main road over the railway on a 57?38˚skew, and had extensive corrosion to the main and secondary girders. Gretton Bridge, which carries the railway over a minor road, needed repairs to the bottom flange and a web stiffener as a result of impact from an over-height road vehicle. GWSR is a volunteer-run organisation operating passenger trains hauled by restored steam locomotives.

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Section: Nature Of the Problemmentioning

confidence: 99%