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    ACI Committee 435, 1984. Deflection of Two-way Reinforced Concrete Floor Systems:State-of-the-Art Report, (ACI 435-6R-74), (Reaffirmed 1984), AmericanConcrete Institute, Detroit, Michigan.

    ACI Committee 336, 1988. Suggested Analysis and Design Procedures for CombinedFootings and Mats (ACI 336-2R-88), American Concrete Institute, Detroit,Michigan.

    ACI Committee 340, 1991. Design Handbook In Accordance with the Strength DesignMethod of ACI 318-89, Volume 3, Two-way Slabs (ACI 340.4R-91), American

    Concrete Institute, Detroit, Michigan.ACI Committee 340, 1997. ACI Design Handbook, Design of Structural Reinforced

    Concrete Elements in Accordance with the Strength Design Method of ACI 318-95 (ACI 340R-97), American Concrete Institute, Detroit, Michigan.

    ACI Committee 318, 1995. Building Code Requirements for Reinforced Concrete (ACI318-95) and Commentary (ACI 318R-95), American Concrete Institute, Detroit,Michigan.

    Corley, W. G. and J. O. Jirsa, 1970. Equivalent Frame Analysis for Slab Design, ACIJournal, Vol. 67, No. 11, November.

    Gamble, W. L., M. A. Sozen, and C. P. Siess, 1969. Tests of a Two-way ReinforcedConcrete Floor Slab, Journal of the Structural Division, Proceedings of theASCE, Vol. 95, ST6, June.

    Guralnick, S. A. and R. W. LaFraugh, 1963. Laboratory Study of a 45-Foot Square FlatPlate Structure, ACI Journal, Vol. 60, No.9, September.

    Hatcher, D. S., M. A. Sozen, and C. P. Siess, 1965. Test of a Reinforced Concrete FlatPlate, Journal of the Structural Division, Proceedings of the ASCE, Vol. 91,ST5, October.

    Hatcher, D. S., M. A. Sozen, and C. P. Siess, 1969. Test of a Reinforced Concrete Flat

    Slab, Journal of the Structural Division, Proceedings of the ASCE, Vol. 95, ST6,June.

    Jirsa, J. O., M. A. Sozen, and C. P. Siess, 1966. Test of a Flat Slab Reinforced withWelded Wire Fabric, Journal of the Structural Division, Proceedings of theASCE, Vol. 92, ST3, June.

    PCA, 1990. Notes on ACI 318-89 Building Code Requirements for Reinforced Concretewith Design Applications, Portland Cement Association, Skokie, Illinois.

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    PCA, 1996. Notes on ACI 318-95 Building Code Requirements for Reinforced Concretewith Design Applications, Portland Cement Association, Skokie, Illinois.

    Roark, Raymond J., and Warren C. Young, 1975. Formulas for Stress and Strain, FifthEdition, Table 3, p. 107-108. McGraw-Hill, 2 Penn Plaza, New York, NY10121-0101.

    Timoshenko, S. and S. Woinowsky-Krieger, 1959, Theory of Plates and Shells,McGraw-Hill, 2 Penn Plaza, New York, NY 10121-0101.

    Ugural, A. C. 1981, Stresses in Plates and Shells, McGraw-Hill, 2 Penn Plaza, NewYork, NY 10121-0101.

    Vanderbilt, M. D., M. A. Sozen, and C. P. Siess, 1969. Tests of a Modified ReinforcedConcrete Two-Way Slab, Journal of the Structural Division, Proceedings of theASCE, Vol. 95, ST6, June.