Critical Buckling Load on Steel Connecting Rod given Thickness of Flange or Web of Connecting Rod evaluator uses Critical Buckling Load on Steel Connecting Rod = (261393*Compressive Yield Stress*Thickness of Flange And Web of I Section^4)/(23763*Thickness of Flange And Web of I Section^2+Length of the Connecting Rod) to evaluate the Critical Buckling Load on Steel Connecting Rod, Critical buckling load on steel connecting rod given thickness of flange or web of connecting rod is the greatest load that will not cause lateral deflection (buckling). For loads greater than the critical load, the rod will deflect laterally. The critical load puts the rod in a state of unstable equilibrium. A load beyond the critical load causes the column to fail by buckling. Critical Buckling Load on Steel Connecting Rod is denoted by Pcs symbol.
How to evaluate Critical Buckling Load on Steel Connecting Rod given Thickness of Flange or Web of Connecting Rod using this online evaluator? To use this online evaluator for Critical Buckling Load on Steel Connecting Rod given Thickness of Flange or Web of Connecting Rod, enter Compressive Yield Stress (σc), Thickness of Flange And Web of I Section (t) & Length of the Connecting Rod (LC) and hit the calculate button.