J- 9 si 3 … F/g. II Railing- Art. 5. Design of Girder.Intermediate girders, Intermediate span; The centergirder will be designed to carry two ash cars on one track andtwo street cars on the other. This loading is 3hown in Fig. 3.The dead load girder reaction per lineal foot of span is calculat-ed to be 5 550…
Bridges · Viaducts · Theses
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
