Building construction and superintendence, by F.E. Kidder ... (1896)
Kidder, Frank E. (Frank Eugene), 1859-1905 · New York, W.T. Comstock · leaf 254
the left about Px must just equal thesum of the moments tending to turn the truss to the right. The forces tending to turn the truss to the left are P2 and thetwo loads on the left of Pr The four loads to the right of Pttend to turn the truss to the right. The load directly above Pxhas no moment.… … F?-6--^ EXAMPLE 14.—To find the supporting forces for the truss*shown by Fig. 266, which is similar to that shown in Fig. 109,the overhanging end supporting a center king rod truss. In thisexample we will take the moments of the loads about Px. Doingso, we have .0 x 0.1.2 x G.1.2 x 12.1.2 x 18.3.0…
Building
Internet Archive · Public Domain Mark 1.0. Free to use for anything.
