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 450
uble track railway, similar tothat shown in Fig. 4, will receive theirgreatest stresses with the windward trackonly loaded. The vertical member GH vazy be sup-posed to carry its proper proportion ofthe load which rests on each track. This ^^^- 3- supposition, however, does not affect the statement…
Trusses · Bridges
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