Research and development work on ferrocement has progressed at a tremendous pace during recent years and a variety of structures using innovative design and construction techniques have been built worldwide. The aim of this research paper is to study the flexural behavior of Hybrid ferrocement (HF) slab panels made of Self Compacting Micro Concrete. The test results of simply supported roof slab panels are presented. The parameters of study include thickness of slab, effect of silica fume, and number of layers of weld mesh. This paper mainly dealt with the influence of silica fume in the flexural behavior of HF slab. The load, deflection and moment at ultimate stage were obtained. The results indicate that the self compacting micro concrete can be effectively used for Ferrocement slab panels.