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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 326

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 326
meter, and the net area is found by deductingone hole one inch in diameter from each angle and two holes from each plate, it being assumedthat the rivets are staggered in the angles. 284. The Lengths of Flange Plates are usually determined as follows:The curve of maximum bending moments is assumed… … Fig. 345. The corresponding moments of resistance of the plates and angles , , and .^3) arethen laid off on the figure to the same scale, and the lengths of the plates determined by theintersection of the limiting lines A and B with the curve. Or an easy way of determining 125,800 7,500 = 16.8 [The…

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

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