Column End Conditions
In this formula, the coefficient n accounts for end conditions. When the column
is pivoted at both ends, n = 1; when one end is fixed and the other end is rounded, n = 2; when both ends are fixed, n = 4; and when one end is fixed and the other is free, n = 0.25. The slenderness ratio separating long columns from short columns depends on the modulus of elasticity and the yield strength of the column material.
How to Calculate Euler's Formula for Critical Buckling Load given Area?
Euler's Formula for Critical Buckling Load given Area calculator uses Buckling Load = (Coefficient for Column End Conditions*pi^2*Modulus of Elasticity*Column Cross-Sectional Area)/((Effective Length of Column/Radius of Gyration of Column)^2) to calculate the Buckling Load, The Euler's Formula for Critical Buckling Load given Area formula is defined as the compressive load at which a slender column will suddenly bend or buckle. Buckling Load is denoted by P_{Buckling Load} symbol.
How to calculate Euler's Formula for Critical Buckling Load given Area using this online calculator? To use this online calculator for Euler's Formula for Critical Buckling Load given Area, enter Coefficient for Column End Conditions (n), Modulus of Elasticity (E), Column Cross-Sectional Area (A), Effective Length of Column (L) & Radius of Gyration of Column (r_{gyration }) and hit the calculate button. Here is how the Euler's Formula for Critical Buckling Load given Area calculation can be explained with given input values -> 51.89219 = (2*pi^2*50000000*0.0007)/((3/0.026)^2).