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Procedures of proportioning rectangular reinforced concrete sections subjected to unsymmetrical bending in two directions based on ultimate strength method; charts for determining dimensions of equivalent compressive stress block, after dimensions of section and arrangement of reinforcement are assumed; thus, stresses in tensile steel can be checked.
Procedures of proportioning rectangular reinforced concrete sections subjected to unsymmetrical bending in two directions based on ultimate strength method; charts for determining dimensions of equivalent compressive stress block, after dimensions of section and arrangement of reinforcement are assumed; thus, stresses in tensile steel can be checked.
Ultimate strength design of rectangular concrete members subject to unsymmetrical bending
Am Concrete Inst -- J
Au, T. (author)
1958
18 pages
Article (Journal)
English
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