Moment of Inertia given Crippling Load for any type of End Condition evaluator uses Moment of Inertia Column = (Column Crippling Load*Effective Length of Column^2)/(pi^2*Modulus of Elasticity of Column) to evaluate the Moment of Inertia Column, Moment of Inertia given Crippling Load for any type of End Condition formula is defined as a measure of an object's resistance to changes in its rotation, providing a critical value for structural integrity in columns under various end conditions, essential for safe and efficient design in engineering applications. Moment of Inertia Column is denoted by I symbol.
How to evaluate Moment of Inertia given Crippling Load for any type of End Condition using this online evaluator? To use this online evaluator for Moment of Inertia given Crippling Load for any type of End Condition, enter Column Crippling Load (Pcr), Effective Length of Column (Le) & Modulus of Elasticity of Column (εc) and hit the calculate button.