Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 195
C and S = T sec ^ decreasing to T Wl„ „ at any point D = -j- sec 0 cos ^ = T sec 6 cos <^ so that it is greater at H than anywhere else with load W because thethrust along the chord of half the arc is greater than the horizontal 1, , . ,, ,. chord of i arc thrust in the ratio 5 • J span If a… … the balancing force, and the maximum bending moment would appearto be T y, supposing that an actual resistance occurs at the point shownfor the application of W. Upon consideration it will be seen that the concentrated load inFig. 507 does not represent the true condition of the balancing forcesin…
Building · Structural analysis (Engineering)
Internet Archive · Cornell University Library · Public Domain Mark 1.0. Free to use for anything.
