Bending Moment about Axis XX given Maximum Stress in Unsymmetrical Bending evaluator uses Bending Moment about X-Axis = (Maximum Stress-((Bending Moment about Y-Axis*Distance from Point to YY Axis)/Moment of Inertia about Y-Axis))*Moment of Inertia about X-Axis/(Distance from Point to XX Axis) to evaluate the Bending Moment about X-Axis, The Bending Moment about Axis XX given Maximum Stress in Unsymmetrical Bending is defined as the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend. Bending Moment about X-Axis is denoted by Mx symbol.
How to evaluate Bending Moment about Axis XX given Maximum Stress in Unsymmetrical Bending using this online evaluator? To use this online evaluator for Bending Moment about Axis XX given Maximum Stress in Unsymmetrical Bending, enter Maximum Stress (fMax), Bending Moment about Y-Axis (My), Distance from Point to YY Axis (x), Moment of Inertia about Y-Axis (Iy), Moment of Inertia about X-Axis (Ix) & Distance from Point to XX Axis (y) and hit the calculate button.