How to Calculate Crippling Load given Moment of Section if One End of Column is Fixed and Other is Free?
Crippling Load given Moment of Section if One End of Column is Fixed and Other is Free calculator uses Column Crippling Load = Moment of Section/(Deflection of Free End-Deflection at Section) to calculate the Column Crippling Load, Crippling Load given Moment of Section if One End of Column is Fixed and Other is Free formula is defined as the maximum load that a column can withstand without collapsing, considering the moment of section and the end conditions of the column, which affects its stability and strength. Column Crippling Load is denoted by P symbol.
How to calculate Crippling Load given Moment of Section if One End of Column is Fixed and Other is Free using this online calculator? To use this online calculator for Crippling Load given Moment of Section if One End of Column is Fixed and Other is Free, enter Moment of Section (Mt), Deflection of Free End (a) & Deflection at Section (δ) and hit the calculate button. Here is how the Crippling Load given Moment of Section if One End of Column is Fixed and Other is Free calculation can be explained with given input values -> 2.5E-5 = 0.05/(0.014-0.012).