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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 358

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 358
omponent of the maximum stress in Cel. The stress in BCis transferred to CD directly by a butt joint. The allowed bearing pressure per square inchis 8400 X = 12,600 lbs. The bearing area is 52^0012,600 = 4^ square inches, or fora 4-j-^-inch pin the thickness required is 4|- 4^^^ = W inches. The web… … Fig. 365. * The dead load concentration at this joint is neglected in these computations. 334 MODERN FRAMED STRUCTURES. is required. The bearing required for Cc is 64,400 12,100 = 5| square inches. The thick-ness required is 5| 4^^ = inches. One plate f inch thick will be used on each side ofthe…

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

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