Chicago : Engineering and Contracting Pub. Co. · leaf 518
S-O I S-O e-o« Uniform Bearing I Tons per 5a ft. Fie vor f ion 14- 6 i5-e 9-Q Bars IOCfru\J. … Bars 6 C trsAll bars % 5a HalF 5ecfion\HaIf FrontA - A I Efevcrfion Footina. Plan Fig. 15—Plain Concrete U-Abutments, Filled. An examination of Section B also shows the bank adjacent to the back wall at x onthat the abutment satisfies the requirement Fig. 12, but at the lower point 31 on the…
Buildings
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
