Basalt and its reinforcement fibres are highly corrosion resistant, which extends life and lowers production costs while improving shear and flexural strength. Despite the fact that previous study has only concentrated on the mechanical properties of composite fibres. A brief examination was conducted to better understand the reinforced concrete constructions made from basalt and their reinforcements. This study examines deformation; von misses stress, and shear stress performance using the Finite Element Method (FEM). Four different types of natural fibre reinforcing were applied to the RC beams. There are five models like (i) Cement, (ii) Concrete Basalt Fiber + Hemp Fiber + Basalt Fiber, (iii) Concrete + Basalt Fiber + Sisal Fiber + Basalt Fiber, (iv) Concrete + Basalt Fiber + banana Stem Fiber + Basalt Fiber and (v)Concrete + Basalt + Hemp Fiber + sisal Fiber + Banana Stem Fiber + Sugarcane bagasse + Basalt. The RC beam with composites of Basalt Fiber + Sisal Fiber + Basalt Fiber achieves maximum responses. The von misses and shear stress are improved by 1589 MPa and 914 MPa with FEM analysis. Similarly, the FEM analysis was successfully creates the models with higher efficiency. So these fabricated models were suitable for RC beams in the real time applications.