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Building construction and superintendence, by F.E. Kidder ... (1896)

Kidder, Frank E. (Frank Eugene), 1859-1905 · New York, W.T. Comstock · leaf 273

An illustration from Building construction and superintendence, by F.E. Kidder ..., 1896, leaf 273
ustainedby the rod. The length of dd is the same as ro, or the stress isjust the amount of the ceiling load. The same result is obtained,therefore, by either method. Problem 4. Fig. 278. Six panel queen truss with roof loadsonly. Commence the stress diagram by drawing the line oa = Pi —14,000 lbs.,… … <---9-6 — -*- -8:6-* 9:6 FJ=19335 Truss Diagram

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