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  5. Design of reinforced concrete columns subjected to biaxial bending
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Design of reinforced concrete columns subjected to biaxial bending

Date Issued
August 1, 1997
Author(s)
Khayat, Amjad Jamal
Advisor(s)
Edwin G. Burdette
Additional Advisor(s)
J. Harold Deatherage
David W. Goodpasture
Permanent URI
https://trace.tennessee.edu/handle/20.500.14382/31794
Abstract

Biaxial bending in reinforced concrete columns in very complex. The Bresler Reciprocal Method (1) is a simplified approximate approach to analyze reinforced concrete columns in biaxial bending. In this thesis a spreadsheet is used to analyze rectangular reinforced concrete columns for biaxial bending and to compare its exact results to the approximate approach using the Bresler reciprocal method.


The results of comparisons confirmed what the ACI Building Code (3) indicated. The Bresler Reciprocal Method is a satisfactory and conservative method to use for biaxial bending and axial load, with a note that the method is “most suitable” when values of Px and Py are greater than the balanced axial load for that axis.

Degree
Master of Science
Major
Civil Engineering
File(s)
Thumbnail Image
Name

Thesis97K48.pdf

Size

1.19 MB

Format

Unknown

Checksum (MD5)

af5f8d45fb9f986fbb800b78c5545816

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