Fifty Per Cent of Reversal Stress Added to Main Stress.
![](EP274a.gif)
Seventy-five Per Cent of Reversal Stress Added to Main Stress.
![](EP274b.gif)
Warren System, Single or Double-Cancellation, with Verticals.
Effect of Live Load Reversal Neglected,
![](EP274c.gif)
Fifty Per Cent of Reversal Stress Added to Main Stress.
![](EP274d.gif)
Seventy-five Per Cent of Reversal Stress Added to Main Stress.
![](EP274e.gif)
Notation.
l = Main span length in feet;
d = Depth of stiffening truss in feet;
p = Panel length of stiffening truss in feet;
t = Transverse distance between chords carrying wind stresses;
L = Live load in pounds per lineal foot of truss;
w = Transverse wind load in pounds per lineal foot of bridge;
s = Working stress in tension, in pounds per square inch;
Wc, = Weight of one chord in pounds per lineal foot;
Ww = Weight of web members in pounds per lineal foot of truss.
Main Cables.
Weights:
![](EP274h.gif)
![](EP274i.gif)
For r/l=1/9 sec B=1.094 l'/l=1.032
![](EP274l.gif)
![](EP274m.gif)
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