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 163
Fig. I. 112 ^^0A^- CO A TIN UO US TRI \SSE S IN GENERA I. under circumstances requiring much head room, is that shown … m Fig. I. It revolves about a vertical axis midway betweenE and F. CRANE TRUSSES. H^ In the example taken, the weight, W, hanging from D, thepeak, is supposed to be ten tons. Each chord of the truss ;«, /, k, etc., or a, b, c, etc., is madeup of chords of quadrants of two circumferences of…
Trusses · Bridges
Internet Archive · California Digital Library · Public Domain Mark 1.0. Free to use for anything.
