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Equations for predicting the strength of rectangular two-way spanning, reinforced concrete (RC) slabs of different edge conditions and under uniformly distributed loading are developed in this paper from the conventional yield line theory and the finite element method. The common material and geometrical parameters, normally associated with RC slabs, have been adopted as independent variables in the...
The safety of the strip method of design for reinforced concrete slabs is examined by using an automated yield line system to analyse a total of 14 representative slabs which have been designed by the strip approach. For the slabs considered, it is shown that the strip method does produce conservative designs, although in many instances this is only just the case. For regular, rectangular slabs, strip...
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