Skinner, Frank W. (Frank Woodward), 1858-1932 · New York, McGraw · leaf 383
. in themiddle and field-riveted at the ends, where it extends a httlepast the 72ft- splice angles and laps over the end sections ofthe girder. At each end the girder has a bottom flange bearing5 ft. long on a stiffened plate diaphragm 6 ft. high, in the planeof the web, which serves as a pedestal… … 5ide View a+ Arch BraceSuspension of Continuous Spans. EXAMPLES OF PLATE GIRDER CONSTRUCTION ^,6?
Bridges
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