Comparison of CFSTs with RCCs and Discussion -ll 10-storeys building modelled in FEM environment 140 器 ·Decreased ■RCG shear stress C1C2C3C6C7C8C1C1116118 COLUMN Decreased 念 ■RCC bending moment COLUMN 8000 Decreased axial ■RCC force C1C2C3C6C7C8C1C1116118 cOLUMN Comparison of CFSTs with RCCs and Discussion – II 10-storeys building modelled in FEM environment • Decreased shear stress • Decreased bending moment • Decreased axial force