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 359
000 X tI^ = 34,900 in.-lbs. The horizontal forces are Cd = 51,900 andCD = c, I,goo, and the horizontal bending moment is 25,950 X i|f = 38,100 in.-lbs. The resultant bending moment is V34,900 + 38,100 = 51,700 in.-lbs. This would allow the useof a 3j-Vich pin, but a pin 3-^!^ inches in diameter… … Fig. 366. Fig. 367. 331. Joint -D.—A pin 3i| inches in diameter will be used and the pin packed as shownin Fig. 367. The counter-ties are put on the middle of the pin, the webs of the channels inDd being cut to let them pass. As there is only one rod each way, the bars are necessarilypacked off of…
