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 362
i.-lbs. This would requirea steel pin 3i| inches in diameter. The chord component from the wind stress in the lateral , 7/ , ,• r 63 17.81 rod ab causes a bending moment of 51,700 X — X = iq6,ooo m.-lbs., making a total 74 4 bending moment of i 10,700 + 196,000 = 306,700 in.-lbs. from the dead,… … inches in diameter which will be used. The bending moment on the pin is 72,200 X 3i 56,400 in.-lbs. The sizes of all the truss pins have now been determined, and the next problem is to 33^ MODERN FRAMED STRUCTURES. E o o < o J oo ( o0 determine the lengths and number of rivets required for the…
