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 151
Moment Equation andMaximum Moment.Mx and Mmax. Mr = — PX AJmax. = - PI 2 F 2 . , _ PI 2 ^max, — Pig. 193. Mx=^ X> Zi PZiX Mx = —^ P{x-z{) Mmax. = PziZi Equation of Elastic Line,and Maximum Deflection interms of the Loading;. Pl^ A = 8^7 J = Px48^ 384^5/ jr < zi Pz^(l—x) y-- bEllPz for jr =…
