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 29

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 29 — s, 26. Algebraically.—Take the same system of forces as before, Fig. 14. Resolve each force into horizontal and vertical components (any twodirections at right angles will do as well), or along theaxis of Xand the axis of F respectively. These com-ponents form a system equivalent to the given… … V(^ hor. comp.) -|- (2 vert. comp.). The tangent of the angle between R and the axis of F is 2 hor. comp. , , „ . , . , • given by -^^^ —, and thus R is determmed in ■2: vert. comp. amount and direction. Its point of application is A as before, whence it becomes fully known. APPLICATION OF THE LAWS…

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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