Public works . CHANNEL, PIER FOR ARCH SPANS TRANSVERSE SECTION THROUGH VIADUCT FLOOR Febkuaky 11. V)22 PUBLIC WORKS 99. CONTRACTORS PLANT, AGGREGATE STORAGE. 220-FOOT STEEL,HOISTING TOWER AND SPOUTING SYSTEM 44 1/2 feet and those supporting the street car on centers, alternately top and bottom,tracks are spaced 5 feet apart, and are 34 inches The floor slabs are supported on spandrel walls atdeep. The curb girders are 40 inches deep and carryihe crowns of the arches and on two longi-the structural steel sidewalk brackets supporting the tudiiial rows of the spandrel columns at each sidewalks an
Public works . CHANNEL, PIER FOR ARCH SPANS TRANSVERSE SECTION THROUGH VIADUCT FLOOR Febkuaky 11. V)22 PUBLIC WORKS 99. CONTRACTORS PLANT, AGGREGATE STORAGE. 220-FOOT STEEL,HOISTING TOWER AND SPOUTING SYSTEM 44 1/2 feet and those supporting the street car on centers, alternately top and bottom,tracks are spaced 5 feet apart, and are 34 inches The floor slabs are supported on spandrel walls atdeep. The curb girders are 40 inches deep and carryihe crowns of the arches and on two longi-the structural steel sidewalk brackets supporting the tudiiial rows of the spandrel columns at each sidewalks and are incased in concrete. These brackets are virtually extendedacross the curb girders to the next lineof roadway girders, a distance of 5feet 4y2 inches, by structural steeldiaphragms incased in concrete andare in the planes of the brackets,engaging the two lines of girders andtending to distribute the cantilever re-actions. The plate girders are seatedon^the reinforced concrete girders, con-necting the tops of the viaduct columnsand at th ends are provided with ex-pansion bearings. The transversecolumn bents ar
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Keywords: ., bookcentury1800, bookdecade1890, booksubjectmunicip, bookyear1896
