Chicago : Engineering and Contracting Pub. Co. · leaf 401
Fig. 7. Side Wall Moment. moments and thrusts, and to combine thesemoments and thrusts with those resultingfrom vertical loads. The results arc the safevalue design. The forces acting on the 40 50-60 70 andR0° points have been calculated and expressedin terms of the radius and fill as for… … Half Section in Hock Above Spring Line 16 Arch ■ ?0 Fill Fig. 4. Section of South Harlem 16-Ft. Sewer. >ctober 11. 1911. ENGINEERING & CONTRACTING 3X7 loments at each point due to these loads weredculated and combined with the thrusts andoments from the vertical loads. The result-g…
Buildings
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
