International Correspondence Schools · Scranton, Pa. : The Colliery engineer co. · leaf 503
kq — 1^ lb. ; therefore, k n = — 103 lb. = maximum vertical shear; c iis evidently the maximum/; hence, the maximum bending moment = STRENGTH OF MATERIALS. 491 Hy = PBy.ct = 200x 26 = 5,200 in.-lb. Any value oi y measured inthe -polygon g-a d c dsg is positive, and any value measured in thetriangle… … ^5100\ 6 CI 5- Z&. ^-C^x, 15[ J20 tm^^iTo ^> J4Q, 22Ih. Scale 1=6Scale i^j
Railroad engineering
Internet Archive · Public Domain Mark 1.0. Free to use for anything.
