Design of the isotopic reinforced concrete slabs with triangular plans using limit equilibrium method

Abstract

Reinforced concrete slabs are typically analyzed as four-edge supported rectangular plates subjected to either concentrated or uniformly distributed loads. However, in practice, there are also cases where slabs are supported with a triangular plan geometry. This type of slab has received relatively limited attention in existing studies. This paper presents the analysis of a triangular reinforced concrete slab subjected to uniformly distributed loading using the limit equilibrium method.