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
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 = i|/3[z,{2z5-|-3,)] Maximum Deflection interms of Stress on Ex-treme Fibre of Sym-metrical Sections. 2/n 2Eh fJl 24 Eh + I-*! PtJNDAMENTAL RELATIONS IN… … S,l-Ri JS2 Fig. 194.
