Allowable Axial Compression Stress for Slenderness Ratio greater than 160 evaluator uses Allowable compression stress = Value obtained from Secant Formula*(1.2-(Effective Column Length/(800*Least Radius of Gyration Column))) to evaluate the Allowable compression stress, Allowable Axial Compression Stress for Slenderness Ratio greater than 160 formula is defined as the maximum compressive stress that a mild steel column can withstand without buckling, considering the effective length and radius of the column, and is used to ensure the structural integrity of steel columns in building design. Allowable compression stress is denoted by Fa symbol.
How to evaluate Allowable Axial Compression Stress for Slenderness Ratio greater than 160 using this online evaluator? To use this online evaluator for Allowable Axial Compression Stress for Slenderness Ratio greater than 160, enter Value obtained from Secant Formula (σc'), Effective Column Length (Leff) & Least Radius of Gyration Column (rleast) and hit the calculate button.