International Correspondence Schools · Scranton, Pa. : The Colliery engineer co. · leaf 500
eequal subdivision on which the concentrated load rested waslaid off. Had one of the concentrated loads been to theright of the center of gravity of the subdivision on which it 4SR STRENGTH OF MATERIALS. rests^ the weight of the subdivision would have been laid offfirst. Locate the centers of… … ^1. ,-^ Fig. J26. ^iV To find the maximum bending moment, the shear linemust be drawn and its intersection with the shear axisdetermined. The weight of the uniform load per foot of length isJLSjO = 12 lb. The weight of that part between A and thecenter of the 24:-lb. weight is 12 X 5 = GO lb. Lay…
Railroad engineering
Internet Archive · Public Domain Mark 1.0. Free to use for anything.