Moment of Inertia about XX given Maximum Stress in Unsymmetrical Bending evaluator uses Moment of Inertia about X-Axis = (Bending Moment about X-Axis*Distance from Point to XX Axis)/(Maximum Stress-((Bending Moment about Y-Axis*Distance from Point to YY Axis)/(Moment of Inertia about Y-Axis))) to evaluate the Moment of Inertia about X-Axis, Moment of Inertia about XX given Maximum Stress in Unsymmetrical Bending formula is defined as the second moment of the area distribution with respect to the bending axis, crucial for calculating maximum stress in the asymmetrically loaded structure. Moment of Inertia about X-Axis is denoted by Ix symbol.
How to evaluate Moment of Inertia about XX given Maximum Stress in Unsymmetrical Bending using this online evaluator? To use this online evaluator for Moment of Inertia about XX given Maximum Stress in Unsymmetrical Bending, enter Bending Moment about X-Axis (Mx), Distance from Point to XX Axis (y), Maximum Stress (fMax), Bending Moment about Y-Axis (My), Distance from Point to YY Axis (x) & Moment of Inertia about Y-Axis (Iy) and hit the calculate button.