Six Monographs On Wind Stresses Wind Pressure Factors Specification Requiremen
Six Monographs On Wind Stresses Wind Pressure Factors Specification Requiremen
Robins Fleming
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For each foot of the span, 300 Ib. Of this to be treated as a moving load. The bottom lateral bracing in deck bridges and the top lateral bracing in through bridges shall be proportioned to resist a lateral force of 150 Ib. For each foot of the span. It is thus seen that in the early days of iron railway bridges, the American engineers were far in advance of their English brethren in the recognition of wind forces. FACTORS IN THE PROBLEM "A Practical Treatise on Bridge Construction/' by T. Clax...ton Fidler, was published in London in 1887. Chap- [ 32 ] ter XXIV is "On Wind-Pressure and Wind-Bracing. " In 1894, Captain (now General) Bixby, U. S. A. , in a mono- graph reviewing the literature on wind pressure, writes: "The chapter is perhaps the best single, short, concise, comprehensive and practical review of the whole sub- ject yet in print. " This characterization in a large measure still holds true. Some concluding sentences from the chapter are: We have seen, for example, how large a proportion of the metal in a long-span bridge is required for the purpose of resisting wind-pressure and for the purpose of carrying the metal that resists wind-pressure.
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