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 357
— 144,400 in.-lbs. For the bending moment in the vertical plane the pin isconsidered as a beam between the centres of the bearings of the Fig. 363. shoe and loaded at the centres of the bearings of aB. The vertical component of the stressin aB is 172,500 lbs., and the vertical pressure on each… … * Throughout this discussion the members pf the truss will be desigt»,a(ed. Ijy the letters at their extreme ends, as.shovvn in Fig. 355, - THE COMPLETE DESIGN OF A SINGLE TRACK RAILWAY BRIDGE. 333
