Skinner, Frank W. (Frank Woodward), 1858-1932 · New York, McGraw · leaf 342
y proportionedfor a live load of 100 lbs. per sq. ft. of surface, or for a concen-trated load of 20 tons on two 5-ft. axles, 12 ft. apart. The side- LONG HIGHWAY SPANS 32s walk is proportioned for a live load of 100 lbs. per sq. ft., and thedead loads per lin. ft. are assumed at 9500 lbs. for the… … End Panels of Girder. Detail of End Bearing and False Spandrels. — Croton Bridge. posts to horizontal roadway girders tangent to the crowns of thearch ribs. It was assumed that the longitudinal girders carry all the deadload of the floor system and are in contact with the arch ribgii-ders at the…
Bridges
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