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 305
he end bottom chord pin are to be avoided whenpossible owing to difficulty of designing efficient end sway bracing. 259. Various Methods of Sub-panel Trussing.—In Fig. 309 are shown three methodsin use for supporting the floor-beam at the intermediate panel point in a sub-panelled truss. 28o MODERN… … ia) (b) (c) Fig. 309. tion of the truss is to have all diagonals tension members and hi all cases there is no ambiguity of stresses. 260. Stiff End Bottom Chords.—A great many engineers require that the end bottomchord members of a through span be made stiff. It has been found that this adds…
