Instructions on Modern American Bridge Building by G. B. N. (George Bates Nichols) Tower
page 42 of 57 (73%)
page 42 of 57 (73%)
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40 10 x 12 4 x 10 8 x 10 1-1/8 1-7/8 1-5/8 1
50 10 x 14 5 x 10 9 x 10 1-1/4 2-1/8 1-3/4 1 60 12 x 15 5 x 12 9 x 12 1-3/8 2-3/8 2 1 70 12 x 17 6 x 12 11 x 12 1-1/2 2-1/2 2-1/8 1 This bridge possesses an advantage over the Howe Truss, for the panel diagonals can be tightened up by screws, so that every part of the truss can be forced to perform its work. In Howe's bridge the adjustments must be made by wedging the braces and counters. Below are given the dimensions of a Howe bridge on the Vermont Central R.R., at South Royalton, (single track, deck.) No. of Upper Lower Span. Rise. Panels. Chord. Chord. Braces. Counters. 150 20 12 4--6-1/2 x 13 4--6-1/2 x 13 2--8 x 9 1--8 x 9 Rods. Transverse Bracing. Braces. Rods. 3--1-1/4" 6 x 8 7/8 The bridge over the White River, on the Passumpsic R.R., is a Howe Truss, strengthened by an arch. The verticals are of wood, and the diagonals foot on steps formed by enlarging the ends of the verticals. The counters are in two lengths, and are adjusted by wedges at the points where they intersect the braces. The bridge is in two spans, and has a double track, and consequently three trusses. There are two timber arches to each truss, and the truss is supported on them by connecting them to the verticals by short cross pieces notched into the posts, and resting on the upper surface of the arches. It is a |
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