The theory and practice of modern framed structures : designed for the use of schools, and for engineers in professional practice (1897)
Johnson, J. B. (John Butler), 1850-1902, Bryan, C. W. (Charles Walter), 1863-1927, Turneaure, Frederick Eugene, 1886- · New York : J. Wiley & Sons · leaf 144
for the failing side of the beam. When m = I we have f — ~ y, which is a linear function, yr and corresponds to the ordinary equations withinthe elastic limit. The value of must be selectedso as to make the curve correspond as nearly aspossible to the strain diagram of the material, andmay be… … Fig. 178.