REFERENCIAS

7.1 Wang, C. K. y Salmon, C. G., "Reinforced Concrete Design," Cuarta Edición, Harper & Row Publishers, New Cork, N.Y.,
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7.2 Mast, R. F. (1992), "Unified Design-Provisions for Reinforced and Prestressed Concrete Flexural and Compression
Members," ACI Structural Journal, V. 89, pp. 185-199.

7.3 Munshi, J. A., (1998), "Design of Reinforced Concrete Flexural Sections by Unified Design Approach," ACI Structural
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7.4 Panell, F. N., "The Design of Biaxially Loaded Columns by Ultimate Load Methods," Magazine of Concrete Research, Londres, Julio 1960, pp. 103-104.

7.5 Panell, F. N., "Failure Surfaces for Members in Compression and Biaxial Bending," ACI Journal, Proceedings, Vol. 60, Enero 1963, pp. 129-149.

7.6 Bresler, Boris, "Design Criteria for Reinforced Columns under Axial Load and Biaxial Bending," ACI Journal,
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7.7 Furlong, Richard W., "Ultimate Strength of Square Columns under Biaxially Eccentric Loads." ACI Journal, Proceedings, Vol. 58, Marzo 1961, pp. 1129-1140.

7.8 Meek, J. L., "Ultimate Strength of Columns with Biaxially Eccentric Loads," ACI Journal, Proceedings, Vol. 60, Agosto
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7.9 Aas-Jakosen, A., "Biaxial Eccentricities in Ultimate Load Design," ACI Journal, Proceedings, Vol. 61, Marzo 1964, pp.
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7.10 Ramamurthy, L. N., "Investigation of the Ultimate Strength of Square and Rectangular Columns under Biaxially Eccentric
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7.11 Capacity of Reinforced Rectangular Columns Subject to Biaxial Bending, Publication EB011D, Portland Cement
Association, Skokie, IL, 1966.

7.12 Biaxial and Uniaxial Capacity of Rectangular Columns, Publication EB031D, Portland Cement Association, Skokie, IL,
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