Critical Buckling Stress when Slenderness Parameter is Less than 2.25 evaluator uses Critical Buckling Stress = 0.658^(Slenderness Parameter)*Yield Stress of Steel to evaluate the Critical Buckling Stress, The Critical Buckling Stress when Slenderness Parameter is Less than 2.25 formula is defined 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 less than 2.25. Critical Buckling Stress is denoted by Fcr symbol.
How to evaluate Critical Buckling Stress when Slenderness Parameter is Less than 2.25 using this online evaluator? To use this online evaluator for Critical Buckling Stress when Slenderness Parameter is Less than 2.25, enter Slenderness Parameter (λc) & Yield Stress of Steel (Fy) and hit the calculate button.