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 358
* 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 … = 162,000 in.-lbs. This requires a steel pin df-^^ inches in diameter, allowing 18,000 lbs. persquare inch extreme fibre stress. The pin \\\ inches in diameter will be used. 329. Joint JS.—Assume the pin to be 4^f inches in diameter, the same as used at a.The thickness of bearing required for aB is…
