Chicago : Engineering and Contracting Pub. Co. · leaf 625
Area 1214^66g LaltIL t>3% Moment LL 3660000Ft-LbsDL 810.000 ■ ■Shear LL 130.000 LbiDL 36000 ■Each Fig Us 8-8 j WeblOd-i2CoverFlsW-f 40TowerSpans ^5 90GirderSpans ^-—H □ ) Cirder Spans ||~) Moment LL 2)10000Ft LbiDL 640.000 ■ ■Shear LL 172000 LbsDL ,J<W/> ■CachFig 2a8-8- j Webl08\I Cover… … —II 4>4*_ Plan of Fop Lateral Bracing Plan of Bottom Lateral Bracing Fig. 2—Stress Sheet for Arch Span, St. Croix River Bridge. ceive the middle girder, which is not a partof the truss proper, being suspended betweenthe bearings, and over the crown hinge. Thebearings consist of five plates,…
Buildings
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
