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 117
g the truss length for all panels except the end ones, while forthese end panels use the truss length plus aA\ Fig. 144, lOO MODERN FRAMED STRUCTURES. It is to be noted that the above approximate methods deal only with the positions of theloads and not with actual stresses. It is at most a question… … Fig. 145. In getting stresses all loads between c and i are to be treated in the same way as in asquare truss. That is, one half acts between (7 and / of truss AB, and the other half betweenC and B of truss AB. The loads from a \.o c and from i to b are best treated by findingthe floor-beam…
