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 152

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 152 — S,l-Ri JS2 Fig. 194. … Fig. 195. X < zMx = Pxx> zM= Pz — Mmax. X < Zi Mx -- Pi{l-x)-P{z2 - x) X > Zi Mx = - x)Mmax. = P\{1 — Za) for a: = ^1 = I// 4 ^moj:. — — for = o Equation of Elastic Line,and Maximum Deflection interms of the Loading.y and A X <. z y = 6^ [3^^ - 3z*- x^] x> z ^ = < 0j 4-…

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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