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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 335

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 335
ses are increased a very small amount. If an iron floor system of floor-beams and stringers is used, the live load and the weightof the floor and floor system are concentrated at the points of attachment of the floor-beamsor panel points, and are no longer distributed over the length of the girder… … on the centre line of a through plate-girder span with an iron floor system. The bendingmoment and shears are found at the critical points A, and C, and the flanges dimensionedas illustrated for the deck span. The bending moment varies uniformly from A to B, andfrom B to C, and is nearly uniform…

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

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