If the continuous beam were hinged at the points of contrary flexure, and so divided into three independent beams, the previously existing conditions would remain unaltered. This being the case, it would be an evident error, if in calculating the strength... On Tubular Girder Bridges ...: With an Abstract of the Discussion Upon the Paper - Page 24 by Sir William Fairbairn - 1851 - 56 pages Full view -
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