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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Design of Rectangular Tied Columns Subject to Bending With Steel in All Faces
Author(s): D. R. Cervin
Publication: Journal Proceedings
Appears on pages(s): 401-412
Abstract:One of the fastest accurate methods of designing One of the fastest accurate methods of designing rectangular tied columns, subject to compression and rectangular tied columns, subject to compression and bending, bending, is the procedure of converting the effect is the procedure of converting the effect of bending to an equivalent axial load and propor- of bending to an equivalent axial load and propor- tioning the column to the requirements of the in- tioning the column to the requirements of the in- creased axial load. creased axial load. Present tabular data confine this Present tabular data confine this procedure to steel in the end faces only. A method procedure to steel in the end faces only. A method is proposed in this paper which permits a rapid de- is proposed in this paper which permits a rapid de- sign for steel in all faces for any rectangualr section. sign for steel in all faces for any rectangualr section.
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