4300# •Horn, at center due to uniform load (b) = _IL??_X_!5?? ? = 20 4oo# 8 Uniform load fa) = 2.92 x 155 x 8 = 3620 . Max. moment will occur under load l£ (by inspection 4.0 Moment uniform load fa) at LP = x 3620 x 11 = * 19 8400Tf -D f I « A„\ 25 X 5.0 + 4.3 X 11 rr^rrr. R2 (cone, loads) = -- =… … - 26 - PL.ATE.IX.
Building, Iron and steel · Office buildings · Theses
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
