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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 354

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 354
half the distance centre to Ph centre of bearings on the end pin is equal to or greater than —. 4 The force P, in the case of the 150-foot span under consider-ation, is eoual to 2^ X 3250 = 8125 Ib.s.; h = 450.5 inches andd — \ js. The portal strut, in order to give the specified clearance nom the… … 33° MODERN FRAMED STRUCTURES. flanges. The maximum stress in each flange of the portal in order to fix the posts in direction at the top, will then be ^^^ ^ 450-5 ^ _L _ 31,600 lbs. To this stress must be added — a 4 29 4 direct compression due to the direct application of the wind force at the end…

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

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