Modulus of Elasticity given Crippling Load for any type of End Condition evaluator uses Modulus of Elasticity of Column = (Column Crippling Load*Effective Length of Column^2)/(pi^2*Moment of Inertia Column) to evaluate the Modulus of Elasticity of Column, Modulus of Elasticity given Crippling Load for any type of End Condition formula is defined as a measure of the stiffness of a material, which is the ratio of stress to strain within the proportional limit of the material, and is used to determine the crippling load of a column under various end conditions. Modulus of Elasticity of Column is denoted by εc symbol.
How to evaluate Modulus of Elasticity given Crippling Load for any type of End Condition using this online evaluator? To use this online evaluator for Modulus of Elasticity given Crippling Load for any type of End Condition, enter Column Crippling Load (Pcr), Effective Length of Column (Le) & Moment of Inertia Column (I) and hit the calculate button.