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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 330

An illustration from The theory and practice of modern framed structures : designed for the use of schools, and for engineers in professional practice, 1897, leaf 330
nt may be foundgraphically. For the girder we have under consideration the spacing required at the end is 3940 X 68 P = = 3-4 ins., ^ 78,700 the spacing required at the quarter point is THE PLATE GIRDER. 305 _ 3940 X 68^ ~ 48,600and the spacing required at the centre is 3940 X 68 P ^ = 5.5 ins., =… … Fig. 347. the maximum allowable space is 6 ins. for practical reasons. From the diagram it is easy todetermine the points where the spacing may be changed without exceeding the allowed stresson the rivets. 2d. T/ie Transfer of the Flange Stresses to the Flanges iising the Web Plate at its…

Structural analysis (Engineering) · Bridges · Trusses · Strains and stresses

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