Maximum Bending Moment given Maximum Stress for Short Beams evaluator uses Maximum Bending Moment = ((Maximum Stress-(Axial Load/Cross Sectional Area))*Area Moment of Inertia)/Distance from Neutral Axis to evaluate the Maximum Bending Moment, The Maximum Bending Moment given Maximum Stress for Short Beams formula is defined as the bending of the beam or any structure upon the action of the arbitrary load. The maximum bending moment in the beam occurs at the point of maximum stress. Maximum Bending Moment is denoted by Mmax symbol.
How to evaluate Maximum Bending Moment given Maximum Stress for Short Beams using this online evaluator? To use this online evaluator for Maximum Bending Moment given Maximum Stress for Short Beams, enter Maximum Stress (σmax), Axial Load (P), Cross Sectional Area (A), Area Moment of Inertia (I) & Distance from Neutral Axis (y) and hit the calculate button.