A course on the stresses in bridge and roof trusses, arched ribs and suspension bridges (1904)
Burr, William H. (William Hubert), 1861-1934 · New York : Wiley · leaf 345
hold of the platform or stiffening truss atpoints equidistant from each other. These conditions causethe cable to be subjected, in each of its parts, to the actionof parallel loading of uniform intensity in reference to thespan. As was shown in the first Article of this Chapter, thecurve of the… … angle a is the common inclination of all suspenders to a ver- IXCLIXED SUSPENSION RODS. 289 tical line, it also represents the inclination of the axis ofeither of the parabolas AC ox AE to the same line. The vertex of the parabola y^C is on the left of A, and thevertex of AE is on the right of the…
Trusses · Bridges
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