 ... site are homogeneous and uniformly elastic in all directions, and are strong enough to carry the applied loads with stresses well below the elastic limit. 2. The concrete in the dam is homogeneous and uniformly elastic in all directions and is strong...  Dams and Control Works - Page 236by United States. Bureau of Reclamation - 1938Full view - About this book
 | United States. Bureau of Reclamation - Glen Canyon Dam (Ariz.) - 1970 - 972 pages
...the elastic limit. (6) Concrete in the dam is homogeneous and uniformly elastic in all directions and strong enough to carry the applied loads with stresses well below the elastic limit. (7) The arches and cantilevers are assumed fixed relative to the foundation rock. 27. PRELIMINARY DESIGNS.... | |
 | United States. Bureau of Reclamation - Colorado River - 1938 - 288 pages
...elastie in all direetions and strong enough to earry applied loads with stresses well below the elastie limit. 3. The dam is thoroughly keyed into the foundation and abutment roek throughout its eontaet with the eanyon profile ; so that arehes may be eonsidered as fixed with... | |
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