How to Calculate Modulus of Elasticity given Crippling Load if One End of Column is Fixed and Other is Free?
Modulus of Elasticity given Crippling Load if One End of Column is Fixed and Other is Free calculator uses Modulus of Elasticity of Column = (4*Column Length^2*Column Crippling Load)/(pi^2*Moment of Inertia Column) to calculate the Modulus of Elasticity of Column, The Modulus of elasticity given crippling load if one end of column is fixed and other is free formula is defined as a quantity that measures an object or substance's resistance to being deformed elastically (i.e., non-permanently) when stress is applied to it. Modulus of Elasticity of Column is denoted by E symbol.
How to calculate Modulus of Elasticity given Crippling Load if One End of Column is Fixed and Other is Free using this online calculator? To use this online calculator for Modulus of Elasticity given Crippling Load if One End of Column is Fixed and Other is Free, enter Column Length (l), Column Crippling Load (P) & Moment of Inertia Column (I) and hit the calculate button. Here is how the Modulus of Elasticity given Crippling Load if One End of Column is Fixed and Other is Free calculation can be explained with given input values -> 0.000543 = (4*5^2*3000)/(pi^2*5.6E-05).