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 64

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 64 — he portion removed upon the portion considered. This stress is called a sheariiigstress and in Fig. {a) it is replaced by the force 5. The shear at any point N in a beam. Fig. 76, for a fixed uniform load of p lbs. per foot, is equal to the left abutment reaction minus tle load between A and N, or… … Fig. 76. ■■■■ —= iB

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

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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)

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