A platform for research: civil engineering, architecture and urbanism
Ultimate load and factor of safety of prestressed concrete
Method of correlated stress/strain diagrams is based on Bernoulli's theorem and assumes that stress strain diagrams for concrete and steel are available; application of method to Vierendeel frame structure; example considering stresses at first cracking and failure; ultimate load of eccentrically prestressed beams and uniformly precompressed beams; safety factor. (See also - v 44 n 520 Oct 1949 p 579-81, n 521 Nov p 651-4, n 522 Dec p 721-3)
Ultimate load and factor of safety of prestressed concrete
Method of correlated stress/strain diagrams is based on Bernoulli's theorem and assumes that stress strain diagrams for concrete and steel are available; application of method to Vierendeel frame structure; example considering stresses at first cracking and failure; ultimate load of eccentrically prestressed beams and uniformly precompressed beams; safety factor. (See also - v 44 n 520 Oct 1949 p 579-81, n 521 Nov p 651-4, n 522 Dec p 721-3)
Ultimate load and factor of safety of prestressed concrete
Civ Eng (Lond)
Billig, K. (author)
1950
2 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Ultimate load capacity of prestressed concrete columns
Engineering Index Backfile | 1966
|Ultimate load balanced design of prestressed concrete
Engineering Index Backfile | 1966
|Ultimate load balanced design of prestressed concrete
Engineering Index Backfile | 1965
|Continuity of prestressed concrete girders under ultimate load conditions
Engineering Index Backfile | 1962
|