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 535
ms comes at theedge of the base-plate. The length of the beam = 2^ a, and the total reaction of the pro-Pv jecting area = ^ ^ and this multiplied by one half the width of the projecting area is thebending moment at the edge of the plate or M=^^^ (.) 2(2/ -\-a) ^ Either M ox y may be the unknown… … Fig. 437. 446 MODERN FRAMED STRUCTURES. If the base-plate is only strong enough to uniformly distribute the load over the area a,the maximum bending moment in the beams is at the centre, and then if / = the length ofthe beam, M=^{l-a) (2) It will be seen by computation and comparison that this…
