Effective Length of Column given Crippling Load for any type of End Condition evaluator uses Effective Length of Column = sqrt((pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Column Crippling Load)) to evaluate the Effective Length of Column, Effective Length of Column given Crippling Load for any type of End Condition formula is defined as the length of a column that takes into account the crippling load and end conditions, providing a more accurate representation of the column's behavior under various loads, and is essential in structural engineering design and analysis. Effective Length of Column is denoted by Le symbol.
How to evaluate Effective Length of Column given Crippling Load for any type of End Condition using this online evaluator? To use this online evaluator for Effective Length of Column given Crippling Load for any type of End Condition, enter Modulus of Elasticity of Column (εc), Moment of Inertia Column (I) & Column Crippling Load (Pcr) and hit the calculate button.