Engineering and Contracting . Fig. 3. Elevation of Milwaukee Ave. Viaduct Showing Type of Construction and Span Lengths, ng for which is substantially equivalent tohoopers Class A-2 loading for highwayridges. The new structures arc both heavierhan the original ones, and have the widths ~Pap*zr- yoir>f ?rT-T\7.^. I I i^. concrete. .\s the truss span and plate girderspans on the south end of the Milwaukee .\ (sec Fig. 3) and the girder spans onthe Desplaines St. viaduct present no unusual 5-/Bars C. and the other end is supported by themain girders G. This arrangement of the floor s
Engineering and Contracting . Fig. 3. Elevation of Milwaukee Ave. Viaduct Showing Type of Construction and Span Lengths, ng for which is substantially equivalent tohoopers Class A-2 loading for highwayridges. The new structures arc both heavierhan the original ones, and have the widths ~Pap*zr- yoir>f ?rT-T\7.^. I I i^. concrete. .\s the truss span and plate girderspans on the south end of the Milwaukee .\ (sec Fig. 3) and the girder spans onthe Desplaines St. viaduct present no unusual 5-/Bars C. and the other end is supported by themain girders G. This arrangement of the floor system hasthe additional advantage of reducing the total
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Keywords: ., bookcentury1900, bookdecade1900, bookpublisherchicago, bookyear19
