Smithfield Street Bridge, Pittsburgh, PA
Historic American Engineering Record PA-2
page 8
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Table of Quantities (Suspension Bridge)
Length of bridge between abutments . . . 1500 feet
Number of spans . . . 8
Average width of spans from centre to centre . . . 188 feet
Diameter of cables . . . 4-1/2 inches
Number of wires in each . . . 750
Weight of superstructure of one span, as far as supported by cables . . . 70 tons
Tension of cables resulting from it . . . 122 tons
Weight of four six horse teams, loaded with 104 bushels of coal each . . . 28 tons
Tension resulting from it when at rest . . . 48 tons
Weight of 100 head of cattle at 800 lbs . . . 40 tons
Tension resulting from it when at rest . . . 70 tons
Aggregate weight of one span as far as supported by the cables, plus 100 cattle at rest . . . 110 tons
Tension resulting from it . . . 192 tons
Ultimate strength of two cables . . . 860 tons
Section of anchor chains . . . 26 inches
Section of pendulums . . . 63 inches
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