How to Calculate Moment of Section due to Crippling Load if One End of Column is Fixed and Other is Free?
Moment of Section due to Crippling Load if One End of Column is Fixed and Other is Free calculator uses Moment of Section = Column Crippling Load*(Deflection of Free End-Deflection at Section) to calculate the Moment of Section, Moment of Section due to Crippling Load if One End of Column is Fixed and Other is Free formula is defined as the maximum bending moment that a column can withstand when one end is fixed and the other is free, calculated at the point of crippling load, which is the load at which the column collapses. Moment of Section is denoted by Mt symbol.
How to calculate Moment of Section due to Crippling Load if One End of Column is Fixed and Other is Free using this online calculator? To use this online calculator for Moment of Section due to Crippling Load if One End of Column is Fixed and Other is Free, enter Column Crippling Load (P), Deflection of Free End (a) & Deflection at Section (δ) and hit the calculate button. Here is how the Moment of Section due to Crippling Load if One End of Column is Fixed and Other is Free calculation can be explained with given input values -> 6E+6 = 3000*(0.014-0.012).