Merriman, Mansfield, 1848-1925, Jacoby, Henry Sylvester, b. 1857 · New York Wiley · leaf 26
|/ and /, that is, the inflection point isalways located on the last fifth of the span. Case II, A Uniform Load on One Span. — Let w be theload per linear unit over the first span, the second span beingunloaded. The theorem of three moments in (10) of Art. 4gives 3/2 — ~ 1^6 ^^^ ^^^ then Art. 5.… … Fig. 4 FB 5 Fig 6 part of the beam is in compression and the lower in tension;when -r is greater than |/, and also in the second span, theupper part is in tension and the lower in compression. Case III, Uniform Load on Both Spans. — For this case itis easy to find, by the same method as before, J/.…
Bridges · Roofs
Internet Archive · Gerstein Library, University of Toronto · Public Domain Mark 1.0. Free to use for anything.
