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裵主星 전북대학교 공업기술연구소 1983 工學硏究 Vol.14 No.-
In the limit states design method proposed in this paper, in addition to choosing thicknesses of slbas from code provisions, long term deflection is calculated. To keep crack widths within desirable limits, the size reinforcing bar is selected from a crack control of criterion. The design of slabs for strength is carried out using the yield-line method and the conventional punching shear formula. A numerical example is included to illustrate this limit states design method.