Building construction and superintendence, by F.E. Kidder ... (1896)
Kidder, Frank E. (Frank Eugene), 1859-1905 · New York, W.T. Comstock · leaf 284
beam at the center. Problem 14, Fig ?8p. Howe Truss, with inclined top Chord. Forthis problem we have taken a truss like that shown by Fig. 116. Theroof loads were computed at 47 lbs. per square foot and a spacingcenter to center of trusses of 17 ft. There is no ceiling load. The STRESS PROBLEMS.… … Fig. 289,
Building
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