Keywords: SWINGING
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Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1935) 240 (1935): 365–393.
Published: 01 January 1935
... of the end adjacent to the swing-span. The main girders were 11.40 metres apart, centre to centre, and were connected by shallow cross girders. As only light wind-bracing was provided on the lower plane of the main girders, it is assumed that the plated floor and the continuity of the main girders had been...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1928) 225 (1928): 349–352.
Published: 01 January 1928
.... A long swinging span, whichwould probablyhave been the longest and heaviest known, was included in the layout, and he well remembered the attention given at that time to the design and to arrangements for t4e fabrication and erection of that span, as well as the various problems that hadled...

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