The bridge was a pretty good one, except for a slight unsteadiness between the center and either end. When Uncle Ed saw it he showed us at once where the trouble lay. Our intermediate cross beams were hung from the center of the spars, and consequently made them bend, because the strain came across their length, while at the center of the bridge there was no chance for the spars to bend, because the strain was exerted along their length, that is, it tended merely to push the ends of the spars deeper into the banks. To remedy the trouble he proposed propping up the center of each spar with a brace running from the center crosspiece. The dotted lines in Fig. 100 show how these braces were applied. They made the floor perfectly solid throughout, and gave the bridge a much better appearance. Uncle Ed told us that the structure might be called a "king rod truss," except that in place of rods we had used wires.

The King Rod Bridge.

The King Rod Bridge.

The Brides over Cedar Brook Gorge, The Bridge over Cedar Brook Gorge.

The Brides over Cedar Brook Gorge, The Bridge over Cedar Brook Gorge.