Steel highway bridges with reinforced concrete floors (1910)
Cornwell, Earl Zink, Williams, Glenn Richard · leaf 78
sts m pounds per foot of span. 2. Pony trusses. w = 225 r 0.359L - 0.0097L^ + 0.00040<^L where •w* is the total weight of steel in the two trusses in pounds per foot of sr>an. 3. Truss bridges. w - 230 - 0.76L t 0.0153L for bridges designed for the Baker Reinforced Con- crete floor, and w =… … U. OF I. B. e. rORM 3 (35)
Bridges · Iron and steel bridges · Theses
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
