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"text": "of Moments and Deflections for a Rectangular Plate Fixed at all Edges and \nCarrying \nan Unifonnly Distributed Load-U.R. EVANS-Journal of the Applied Mecha-\nnics-1949. \n[35] Equivalent Frame Analysis \nfor Slab Design-W.G. CORLEY, J.O. JIRSA-Jour. ACI, \n67, n°1l -nov. 1970. \n[36] Equivalent Frame Method for Beam -Slab Structures-D.J. FRASER-Jour. ACI, 74, \nn°5 -may 1977. \n[37] Design Factors for the Equivalent Frame Method -\nS.H.SIMMINDS, J. MUSIC -\nJour.ACI, 68, n°1l -nov. 1971. \n[38] Cutting \nOpenings into Post-Tensioned Floor Slabs -F. FISCHL!, M. GRIMM & P. \nMARTI-Concrete International-Feb. 1988. \n[39] Frame Analysis Applied \nto Flat Slab Design -Portland Cement Association -Skokie, \nlll. (USA). \n[40] \nConcentrated Loads on Slabs-C.T. MORRIS -Ohio State Univ. Eng. Exp. Sta. Bull. \nn°80-1983. \n[41] \nSolutions for Certain Rectangular Slabs-V.P. JENSEN-Univ. of III. Eng-Exp. Sta. \nBull. n° 303 - 1938. \n[42] \nTheorie des Plaques et Coques-S.P. TIMOSHENKO, S. WOINOSWKI, KRIEGER \n- Traduit",
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