Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending evaluator uses Bending Moment about Y-Axis = (Maximum Stress-((Bending Moment about X-Axis*Distance from Point to XX Axis)/Moment of Inertia about X-Axis))*Moment of Inertia about Y-Axis/(Distance from Point to YY Axis) to evaluate the Bending Moment about Y-Axis, The Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending is defined as the maximum moment that induces stress in a material, causing deformation, with no axis of symmetry present in the bending geometry. Bending Moment about Y-Axis is denoted by My symbol.
How to evaluate Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending using this online evaluator? To use this online evaluator for Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending, enter Maximum Stress (fMax), Bending Moment about X-Axis (Mx), Distance from Point to XX Axis (y), Moment of Inertia about X-Axis (Ix), Moment of Inertia about Y-Axis (Iy) & Distance from Point to YY Axis (x) and hit the calculate button.