Cross-Section Moment of Inertia Calculator
Calculate Area Moment of Inertia (I), Polar Moment of Inertia (J), and Centroids for standard structural shapes (I-beams, Channels, Rectangles). Real-time SVG visualization.
About
Structural engineers and mechanical designers rely on the Second Moment of Area (Area Moment of Inertia) to predict a structural member's resistance to bending and deflection under load. This property is strictly geometric, dependent on the shape and dimensions of the cross-section rather than the material properties. Accurate calculation of I is the foundational step in determining stress distributions, calculating beam deflections, and assessing buckling loads in columns. Errors in this calculation propagate through the entire design process, potentially leading to catastrophic under-dimensioning of load-bearing elements.
This tool provides a rigorous calculation engine for common geometric profiles, including I-beams, T-sections, C-channels, and hollow tubes. Unlike static lookup tables, it computes properties based on user-defined dimensions, allowing for the analysis of non-standard or custom-fabricated sections. The interface includes a real-time visualization of the cross-section to verify input orientation and dimensions relative to the neutral axis.
Formulas
The Parallel Axis Theorem is utilized for complex shapes (like I-beams or T-beams) composed of simpler rectangles. The total moment of inertia regarding the centroidal axis is:
Where Ii is the inertia of the individual segment, Ai is the area of the segment, and di is the vertical distance from the global centroid to the segment's centroid.
Polar Moment of Inertia (J) for a solid shaft:
Reference Data
| Shape | Moment of Inertia (Ix) Formula | Centroid (y) |
|---|---|---|
| Rectangle (Solid) | bh312 | h/2 |
| Rectangle (Hollow) | BH3 − bh312 | H/2 |
| Circle (Solid) | πD464 | D/2 |
| Circle (Hollow) | π(D4 − d4)64 | D/2 |
| Triangle | bh336 | h/3 |
| Semicircle | 0.1098r4 | 0.4244r |