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 79
aximum for full live load theyare most readily found graphically, only one diagram being necessary. The analytical method has been sufficiently indi-cated in Art. 68. Instead of the actual chord stresses, it is oftendesired to get only their horizontal components. In Fig. 103 the stress in 3-5 =… … H — mom. at 4 -i- ; (18) Fig. 103. 80. Web Stresses. and in general, the horizontal component of the stressin any chord member is equal to the bending momentat the opposite joint, divided by the vertical ordinatefrom the joint to the chord.With inclined chords the shear in any panel is not taken by…
