The elasticity and resistance of the materials of engineering (1915)
Burr, William H. (William Hubert), 1851-1934 · New York, John Wiley & Sons, inc.; [etc., etc.] · leaf 345
f area of section. In other words, the materialat and in the vicinity of the section of failure is substan-tially supported by that in the enlarged part of the piece,thus enabling the ultimate section of fracture to retain anabnormally large area, which correspondingly raises theultimate… … fracture will be found should not be less than about fourtimes the diameter in any case and that with ductilematerial five or six times would be preferable. As a matterof actual engineering practice, the length of the reducedpart of a test piece is never less than about eight to tentimes the…
Strength of materials · Building materials
Internet Archive · Library of Congress · Public Domain Mark 1.0. Free to use for anything.
