Effective Length of Column given Crippling Load by Euler's Formula evaluator uses Effective Column Length = sqrt((pi^2*Modulus of Elasticity Column*Moment of Inertia Column)/(Euler’s Buckling Load)) to evaluate the Effective Column Length, The Effective Length of Column given Crippling Load by Euler's Formula is defined as the maximum length of a column that can withstand a given crippling load without buckling, providing a critical load value for structural design and analysis in accordance with Euler's theory. Effective Column Length is denoted by Leff symbol.
How to evaluate Effective Length of Column given Crippling Load by Euler's Formula using this online evaluator? To use this online evaluator for Effective Length of Column given Crippling Load by Euler's Formula, enter Modulus of Elasticity Column (E), Moment of Inertia Column (I) & Euler’s Buckling Load (PE) and hit the calculate button.