Abstract
Non-linear behavior of one way ribbed slabs was introduced in this paper. The 3D-FEM model through (ANSYS) program has been used to accomplish this study. In this research the effect of width of middle solid part, the area of compression reinforcements of middle solid part and the width of edge solid parts on the behavior of one way ribbed slabs were studied. The ultimate load, the cracking load, the strain of concrete, stress of steel and deflection were calculated as well as mode of failure was observed. The best ratio of the width of middle solid part to the span of slab and the effect of existence the edge solid parts were concluded.
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