Maximum Bending Strength for Symmetrical Flexural Compact Section for LFD of Bridges evaluator uses Maximum Bending Strength = Yield Strength of Steel*Plastic Section Modulus to evaluate the Maximum Bending Strength, The Maximum Bending Strength for Symmetrical Flexural Compact Section for LFD of Bridges formula is defined as strength at which member will fail under flexure. Maximum Bending Strength is denoted by Mu symbol.
How to evaluate Maximum Bending Strength for Symmetrical Flexural Compact Section for LFD of Bridges using this online evaluator? To use this online evaluator for Maximum Bending Strength for Symmetrical Flexural Compact Section for LFD of Bridges, enter Yield Strength of Steel (fy) & Plastic Section Modulus (Z) and hit the calculate button.