Excerpt from Graphical Method for the Analysis of Bridge Trusses
If W and the two stresses a c and b 0 had been given, we might have reversed the problem, and found the dirce tion and length of two cords which, while supporting W, would have exerted the given tensions on the points A and B. As it is possible to draw any number of triangles on the line a b, we may have a like number Of arrangements of cords from A and B to carry W.
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