Design of a reinforced-concrete highway bridge (1913)
Petersen, Herbert Christian · leaf 102
er the girders an additional length of bar forbond will be required; the bars will therefore extend across thewidth of the bridge. 47. Design of portion of floor slat) between Girders. The equivalent uniform live load for a fifteen ton engineis assumed by many designers to be 300 lbs. per so. ft.,… … Let R equal the reaction at the center of the girder.due to the loading shown in Fig. IB. Then E = 675 +2 x 135 * 3.5 x 465 B - 675 + 270+ 1627 - 2,572Since the slab is symetrically load/the max. moment in the slabbetween the girders occurs at the center line of the bridge. X = ( + 2572x4.75 - 675…
Bridges · Reinforced concrete construction · Theses
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
