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 85
Fig. 110. Fig. hi. … Live Load Stresses.—The stresses in the chords and in 1-2 and 2-3 are a maximum forfull load, and may therefore be obtained by multiplying the corresponding dead load stresses hv 18 0 0 For a maximum in 3-4 and 4-5, all joints up to 5 should be loaded. The reaction ispd then equal to ^(i + 2 +…
