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 162
agrams should be drawn large enough to makethis difference, at most, one per cent, of the smallest result. A truss of this character, with more than one system oftriangulation, gives indeterminate stresses, but the approxi-mate method of Art. i8 may be used. Approximate deter-minations may also be… … Fig. I. 112 ^^0A^- CO A TIN UO US TRI \SSE S IN GENERA I. under circumstances requiring much head room, is that shown
Trusses · Bridges
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