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 241
ith c ^ sufificient accuracy. TABLE OF VALUES OF - AND - FOR VARIOUS VALUES OF * r r c b - 0.8 - 0.6 + 0.2 + 0-4 + 0.6 t — I.O - 0.4 — 0.2 0.0 + 0.8 + 1.0 y± r — oo — 2.0 — 0.667 — 0.222 ± 0.0 + 0.133 -j- 0.222 + 0.286 + 0.333 + 0.370 + 0.400 yi 4- 0.40 + 0.370 + 0.333 + 0.286 + 0.222 + 0-133 ± 0.0… … Fig, 256. the lines Gk and Gk, drawn tangent to de and fg- respectively, will determine the position ofthe loads for a maximum stress of either kind in DE, since loads between k and k causepositive moment at G, while all other loads cause negative moment. Likewise a line drawntangent to de and…
