Journal of the Association of Engineering Societies (1881)
Association of Engineering Societies (U.S.) · New York, [etc.] Board of Managers · leaf 276
square inches. 1 web plate 21 X ^ ) 2 angles 5 X 3J X I A C, EG, C E, Lower chord, 2 angles 3 X 3 X f 2 angles 3 X 3 X tV 2 angles 3 X 3 X r s 1 plate 26 X * 1 plate 26 X ^ 1 plate 26 X i 2 angles 5 X 3| X yV 2 angles 5 X 3J X t% 2 angles 5 X 3|X xV Main struts, 1 co%'er plate 14 X f AB, =15.4… … STRESSES. (-(- Compressive. — Tensile.) Upper chord. f bending moment = 356,000 inch-pounds. Dead Load. Live Load. £ D, + 35,500 lbs. + 68,700 lbs. nF,-\- 52,700 " + 101,000 lbs. Lower chord. f bending moment = 1,280,000 inch-pounds. Dead Load. Live Load. AC, — 19,400 lbs. — 40,400 lbs. CJ5;, —…
Engineering
Internet Archive · Smithsonian Libraries · Public domain (published before 1931). Free to use for anything.
