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 230
ection of BC and AG, will cause no stressjn DE, since the line AG \s the line of action of the abut-ment reaction at A, the only external force on the left ofthe section. For loads between k and B the reaction lineAk will lie below G, passing through C for loads on CB.The moment of the reaction at… … A (a) J / H % Fig. 244.
