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 275
he greatest strength. Cooper speci-fies that unless this is done only one leg of the angle can be countedas available area. This detail is usually made as shown in Fig. 279. Bracing with riveted attachments is much stiffer than rodsor bars connecting on pins. The rivets allow no motion whichmay… … DESIGN OF INDIVIDUAL TRUSS MEMBERS. 251 0 0 0 0 0 0 0 0 0 0 0 0 0 F I 0 0 0 E/>-0-0-0- -( 0 0- 0 -e- 0 0 0 0 0 0 ® 0 0 0 0 0 0 0 0 0 Fig. 280. 4th. Compound Sections, or those composed of two or more simple shapes rivetedtogether, are used for those cases where a stiff ^ ^ tension member is…
