Revision of the Niagara Railway Arch Bridge (1920)
Charles Evan Fowler · [New York] : American Society of Civil Engineers · leaf 72
TYPICAL SECTION*JL-^ 4, %Z Holes in each Flange—^ _ Sheet Metal 4»Hole for Down8pout 1 Rad/l 716 Hole in each End of Plate 3 9- -I LONGITUDINAL SECTION OF FLOOR PLATES NEW FLOOR OF NIAGARA RAILWAY ARCH BRIDGE, WITH DRIP PLATE AND GUTTER … Stove Bolt, X* Bendsin Tightening Nut INTERMEDIATESECTION Galv. Cap. PI. & Cap coated withHermastic Enamel Top of WoodRiser Fig. 21. COPPER-STEEL JOINT cated in the field, and easily maintained and repaired by ordinaryworkmen. The bids were received both on the special iron and coppersteel, and…
Bridges
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