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Design of stirrup-reinforcement in concrete beams
Approach to problem of web-reinforcement design is suggested in which shear-compression theory is adapted to estimate portion of shearing resistance in excess of truss analogy value; analysis shows that shearing resistance depends on concrete compressive strength, size of section, amount of longitudinal reinforcement, amount of shear reinforcement, and moment ratio.
Design of stirrup-reinforcement in concrete beams
Approach to problem of web-reinforcement design is suggested in which shear-compression theory is adapted to estimate portion of shearing resistance in excess of truss analogy value; analysis shows that shearing resistance depends on concrete compressive strength, size of section, amount of longitudinal reinforcement, amount of shear reinforcement, and moment ratio.
Design of stirrup-reinforcement in concrete beams
Int Assn Bridge Structural Eng -- Preliminary Publ
Warner, R.F. (author) / Thuerlimann, B. (author)
Proceedings of the 7th Congress of International Association for Bridge and Structural Engineering ; 1963 ; Brazil , Rio de Janeiro
1963
18 pages
Conference paper
English
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