TECHNICAL PAPERS
Jan 1, 1985

Direct Biaxial Design of Columns

Publication: Journal of Structural Engineering
Volume 111, Issue 1

Abstract

A direct design method for determining the required column dimensions, concrete strength, and reinforcement arrangement is presented. The user need know only the n triplets (Pexey)1, (Pexey)2,(Pexey)n, which the column must resist. A field of acceptable solutions are computed. If the user supplies the in‐place costs of steel, concrete, and formwork, then the program computes a relative cost factor for each design to assist the user in selecting an economical solution.

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References

1.
American Concrete Institute Committee 340, “Design Handbook in Accordance with Strength Design Method of ACI 318–71,” Vol. 1, ACI Special Publication SP‐17(73), American Concrete Institute, Detroit, Mich., 1973, 432 pp.
2.
Bresler, B., “Design Criteria for Reinforced Columns under Biaxial Bendings,” ACI Journal, Proceedings, Vol. 57, Nov., 1960.
3.
Fleming, J. F., and Werner, S. D., “Design of Columns Subjected to Biaxial Bending,” ACI Journal, Proceedings, 62, Mar., 1965, pp. 327–342, Disc., 1217–1224.
4.
Furlong, R. W., “Ultimate Strength of Square Columns under Biaxially Eccentric Loads,” ACI Journal, Proceedings, 57, Mar., 1961, pp. 1129–1140.
5.
Gouwens, A. J., “Biaxial Bending Simplified,” Reinforced Concrete Columns (SP‐50), Detroit: American Concrete Institute, 1975, pp. 233–261.
6.
Meek, J. L., “Ultimate Strength of Columns with Biaxially Eccentric Loads,” ACI Journal, Proceedings, 60, Aug., 1963, pp. 1053–1064.
7.
Moran, F., “Design of Reinforced Concrete Sections Under Normal Loads and Stresses in the Ultimate Limit State,” Bulletin d'Information No. 83, Comite European du Beton, Paris, Apr., 1972, p. 134.
8.
Oliva, M. G., and Bertero, V. V., “Shaking Table Testing of a Reinforced Concrete Frame with Biaxial Response,” Report No. UCB/EERC, 80/28, Univ. of Calif. Earthquake Engineering Research Center, 1980, p. 144.
9.
Park, R., and Pauley, T. E., “Reinforced Concrete Structures,” John Wiley, New York, N.Y., 1975, p. 769.
10.
Pannell, F. N., “Design of Biaxially Loaded Columns by Ultimate Load Method—I,” Concrete and Constructional Engineering, Oct., Nov. and Dec., 1960.
11.
Pannell, F. N., “Failure Surfaces for Members in Compression and Biaxial Bending,” ACI Journal, Proceedings, 60, Jan., 1963, pp. 129–140.
12.
Pannell, F. N., “The Design of Biaxially Loaded Columns by Ultimate Load Methods,” Magazine of Concrete Research, Vol. 12, No. 35, July, 1980, pp. 99–108.
13.
Parme, A. L., Nieves, J. M., and Gouwens, A., “Capacity of Reinforced Rectangular Columns Subject to Biaxial Bedning,” ACI Journal, Proceedings, 63, Sept., 1966, pp. 911–923.
14.
Ramamurthy, L. N., “Investigation of the Ultimate Strength of Square and Rectangular Columns under Biaxially Eccentric Loads,” Symposium on Reinforced Concrete Columns (SP‐13), Detroit: American Concrete Institute, 1966, pp. 263–298.
15.
Reynolds, C. E., and Steedman, J. C., “Reinforced Concrete Designers Handbook,” 9th Ed., London Cement and Concrete Assoc., 1981, p. 505.
16.
Row, D. G., and Pauley, T. E., “Biaxial Flexure and Axial Load Interaction in Short Rectangular Columns,” Bull. N. Zealand Soc. for Earthquake Engineering, Vol. 6, No. 3, Sept., 1973, pp. 110–121.
17.
Weber, D. C., “Ultimate Strength Design Charts for Columns with Biaxial Bending,” ACI Journal, Proceedings, 63Nov., 1966, pp. 1205–1320, Disc., 1583–1586.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 111Issue 1January 1985
Pages: 158 - 173

History

Published online: Jan 1, 1985
Published in print: Jan 1985

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Authors

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Michael A. Taylor
Assoc. Prof. of Civ. Engrg., Univ. of California at Davis, Davis, Calif. 95616

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