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A platform for research: civil engineering, architecture and urbanism
K-type bracing for long-span bridge trusses
Supplementary rapid-transit system of two bridges on new 38-mi. Connellsville extension of Pittsburg and West Virginia Railway Co., utilizing K-type bracing for their web system; crossings involve three double-deck K-braced trusses of 200, 350 and 450-ft. spans and single-track deck truss bridge over Youghiogheny River, with K-braced span of 370 ft.; economics claimed over Warren or Baltimore bracing for trusses up to 450-ft. span. (see also - discussion in no. 20, May 14, 1931, p. 821)
K-type bracing for long-span bridge trusses
Supplementary rapid-transit system of two bridges on new 38-mi. Connellsville extension of Pittsburg and West Virginia Railway Co., utilizing K-type bracing for their web system; crossings involve three double-deck K-braced trusses of 200, 350 and 450-ft. spans and single-track deck truss bridge over Youghiogheny River, with K-braced span of 370 ft.; economics claimed over Warren or Baltimore bracing for trusses up to 450-ft. span. (see also - discussion in no. 20, May 14, 1931, p. 821)
K-type bracing for long-span bridge trusses
Eng. News-Rec
Engineering News-Record ; 106
1931
4 Figs.
Article (Journal)
English
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