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Possibilities and advantages of using horizontal tie cables between tower tops to limit deflection from unbalanced loads; tie cables limit deflection from unbalanced loads and depend for their proper functioning upon considerable amount of prestressing; deflections at center of loaded span for various layouts; arches used for stiffening trusses of long spans; possibilities of arrangement in multiple-span construction. (see also discussions in nos. 7 and 20, Feb. 12, 1931, p. 287 and May 14, p. 822, 1 fig.; and vol. 107, no. 7, Aug. 13, p. 270)
Possibilities and advantages of using horizontal tie cables between tower tops to limit deflection from unbalanced loads; tie cables limit deflection from unbalanced loads and depend for their proper functioning upon considerable amount of prestressing; deflections at center of loaded span for various layouts; arches used for stiffening trusses of long spans; possibilities of arrangement in multiple-span construction. (see also discussions in nos. 7 and 20, Feb. 12, 1931, p. 287 and May 14, p. 822, 1 fig.; and vol. 107, no. 7, Aug. 13, p. 270)
Multiple-span suspension bridges
Eng. News-Rec
Keuster, E.F. (author)
Engineering News-Record ; 106
1931
3 pages
3 Figs.
Article (Journal)
English
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Multiple-span suspension bridges
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