Crippling Load given Effective Length and Radius of Gyration evaluator uses Column Crippling Load = (pi^2*Modulus of Elasticity of Column*Column Cross-Sectional Area*Least Radius of Gyration of Column^2)/(Effective Length of Column^2) to evaluate the Column Crippling Load, Crippling Load given Effective Length and Radius of Gyration formula is defined as the maximum load that a column can withstand without buckling or collapsing, taking into account the effective length of the column and its radius of gyration, which are critical factors in determining the column's stability and strength. Column Crippling Load is denoted by Pcr symbol.
How to evaluate Crippling Load given Effective Length and Radius of Gyration using this online evaluator? To use this online evaluator for Crippling Load given Effective Length and Radius of Gyration, enter Modulus of Elasticity of Column (εc), Column Cross-Sectional Area (A), Least Radius of Gyration of Column (r) & Effective Length of Column (Le) and hit the calculate button.