Skinner, Frank W. (Frank Woodward), 1858-1932 · New York, McGraw · leaf 254
er, are made by pairs of 3 X 5 X f-in. verticalstiffener angles riveted to the opposite sides of the web, withfiller plates at sway-brace points only, and fitted ends. Thesegirders extend across the full width of the tower caps, and theirend panels are notched from the top flange to the center line… … to a thickness of i h in., and have ten vertical stiffener anglesriveted to them to form a sort of pedestal on the center line ofthe tow^r column for the seat of the supported girder. 238 BRIDGE CONSTRUCTION The regular connecting girders are jG ft. 3 in. long over all,75 ft. long on centers of…
Bridges
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