Instructions on Modern American Bridge Building by G. B. N. (George Bates Nichols) Tower
page 5 of 57 (08%)
page 5 of 57 (08%)
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Forces. The various strains, to which the materials of a bridge are
subjected--are compression, extension and detrusion. Wood and Iron are the materials more generally employed in bridge construction--and in this pamphlet we shall take the following as the working strength of the materials--per square inch of section. Tension. Compression. Detrusion. Wood, 2000 1000 150 Wro't Iron, 15000 11000 Cast Iron, 4500 25000 =Tension.= If a weight of 2000 lbs. were hung to the lowest end of a vertical beam, so that the line of action of the weight and axis of the beam formed one and the same straight line--the tension on the beam would be 2000 lbs. But, if the beam were inclined, and the force acted in a vertical direction, then the strain would be increased in the ratio of the increase of the diagonal of inclination over the vertical;--suppose the beam is 20 ft. long and inclined at an angle of 45°--and let 2000 lbs., as before, be suspended from its lower end. Now the diagonal being 20°,--the vertical will be 14.014 ft.--and the strain will be found as follows,-- 14.014 : 20 :: 2000 : 2854--lbs. The greater the angle of inclination from the horizontal, the less the |
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