Ultimate Load for Bridges using Structural Carbon Steel when Columns are Pinned evaluator uses Ultimate Load = (25600-0.566*Critical Slenderness Ratio^2)*Section Area of Column to evaluate the Ultimate Load, The Ultimate Load for Bridges using Structural Carbon Steel when Columns are Pinned formula is defined as the maximum magnitude of load a component or system can sustain, limited only by failure when the critical slenderness ratio has a value of 140. Ultimate Load is denoted by Pu symbol.
How to evaluate Ultimate Load for Bridges using Structural Carbon Steel when Columns are Pinned using this online evaluator? To use this online evaluator for Ultimate Load for Bridges using Structural Carbon Steel when Columns are Pinned, enter Critical Slenderness Ratio (L|r) & Section Area of Column (A) and hit the calculate button.