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 111
3 163.1 31.8 + 79-0 KD 34.8 •3 3 at Z) 3520 6840 5122 197-7 163.1 34-6 — 81.4 LE 41.6 .2 3 at j5 4846 7069 5487 184.1 151.2 32-9 - 67-4 MF 46.3 0 4527 5836 4669 150.8 120.7 30.1 - 54-7 NG 50.0 — .2 2 at G 2662 3268 2598 92.1 67.1 25.0 - 39-5 Vt. Comp. LD 37-2 .6 2 at £ 4460 128.9 48-4 4- 49-6 ME… … Fig. 140 HG and LLC are due to the maximum joint load. The piece ND when stressed is the onlyweb member in action in the panel GD, and hence its maximum stress is determined accord-ing to Art. 103. The same applies to the counter, NF. There remain then to be treatedonly the pieces CD, EC, EH, and…
