Chicago : Engineering and Contracting Pub. Co. · leaf 518
concrete masonry. This type is by far themost widely used, and is an economical abut-ment for certain heights. The position ofthe resultant of all the loads on the abutment 10 15 go as 50 35Height of ctbu tm& nt% -base, o f ra i Ito qrounct level at toe of slopes Type. B 2 Fig. 14—Diagram… … Fig. 13. pr,, and the loading per mile, also entered inFig. 12, show that this abutment has themajor requirements No. 1 mentioned. 4a-o should be stable auainst sliding on the foot-ing, and the footing stable against sliding onthe foundation bed. The angle of inclination of the resultant />;in…
Buildings
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