Crippling Load for any type of End Condition evaluator uses Column Crippling Load = (pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Effective Length of Column^2) to evaluate the Column Crippling Load, Crippling Load for any type of End Condition formula is defined as a measure of the maximum load that a column can withstand without buckling or failing, taking into account the effective length of the column and its material properties, providing a critical safety factor in structural design and engineering applications. Column Crippling Load is denoted by Pcr symbol.
How to evaluate Crippling Load for any type of End Condition using this online evaluator? To use this online evaluator for Crippling Load for any type of End Condition, enter Modulus of Elasticity of Column (εc), Moment of Inertia Column (I) & Effective Length of Column (Le) and hit the calculate button.