Critical Buckling Stress when Slenderness Parameter is greater than 2.25 evaluator uses Critical Buckling Stress = (0.877*Yield Stress of Steel)/Slenderness Parameter to evaluate the Critical Buckling Stress, The Critical Buckling Stress when Slenderness Parameter is greater than 2.25 formula is defined as the compressive load at which a slender column suddenly bends or buckles given the ratio of the effective length of the member to its lateral dimensions is greater than 2.25. Critical Buckling Stress is denoted by Fcr symbol.
How to evaluate Critical Buckling Stress when Slenderness Parameter is greater than 2.25 using this online evaluator? To use this online evaluator for Critical Buckling Stress when Slenderness Parameter is greater than 2.25, enter Yield Stress of Steel (Fy) & Slenderness Parameter (λc) and hit the calculate button.