Section analysis for axial load and biaxial bendingACI 318-991. Assumptions:Concrete: fc' = 32.0 (MPa)Reinforcing steel: fy = 500.0 (MPa) b1 = 0.85Element type:short columnRebars:162.Section:D = 500.00 (mm)d = 50.00 (mm)3. Reinforcement:Theoretical area:As = 5000.00 (mm2)Reinforcement ratio:r= 2.5 (%)rmin= 0.5 (%)rmax= 8.0 (%)4. Results:Load eccentricity:ez = 0.00 (mm)ey = 0.00 (mm)Section resistance:N (kN)My (kN*m)Mz (kN*m)Factored loads:4316.040.00-0.00Strength reduction factor F:0.70