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Design of simply supported prestressed concrete beams for ultimate loads
Ultimate load theory developed for rectangular and flanged beams, taking strains into account, and assuming that distribution of strain across section at failure is linear; simple method to enable either factor of safety to be specified and steel stresses to be obtained, or vice-versa; curves of factor of safety against steel stress enable their influence to be assessed.
Design of simply supported prestressed concrete beams for ultimate loads
Ultimate load theory developed for rectangular and flanged beams, taking strains into account, and assuming that distribution of strain across section at failure is linear; simple method to enable either factor of safety to be specified and steel stresses to be obtained, or vice-versa; curves of factor of safety against steel stress enable their influence to be assessed.
Design of simply supported prestressed concrete beams for ultimate loads
Instn Civ Engrs -- Proc
Gifford, F.W. (author)
1954
19 pages
Article (Journal)
English
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