Effective Column Length given Allowable Axial Compression Stress, SL Ratio Greater than 160 evaluator uses Effective Column Length = 1.2-(Allowable compression stress/Value obtained from Secant Formula)*(800*Least Radius of Gyration Column) to evaluate the Effective Column Length, Effective Column Length given Allowable Axial Compression Stress, SL Ratio Greater than 160 formula is defined as a measure of the effective length of a column in a structural system, considering the allowable axial compression stress and the slenderness ratio, which is essential in designing stable and safe structures, particularly in mild steel construction. Effective Column Length is denoted by Leff symbol.
How to evaluate Effective Column Length given Allowable Axial Compression Stress, SL Ratio Greater than 160 using this online evaluator? To use this online evaluator for Effective Column Length given Allowable Axial Compression Stress, SL Ratio Greater than 160, enter Allowable compression stress (Fa), Value obtained from Secant Formula (σc') & Least Radius of Gyration Column (rleast) and hit the calculate button.