Example 1
T-section: 100×20 flange on 20×80 web (mm)
Given
- parts
- 1.shape rectanglewidth 20 mmheight 80 mmcentroid x 0 mmcentroid y 40 mm
- 2.shape rectanglewidth 100 mmheight 20 mmcentroid x 0 mmcentroid y 90 mm
Assumptions
- Ix and Iy are about the composite section's own centroidal axes, parallel to the global x and y axes. Products of inertia are not computed — for unsymmetric sections these are NOT the principal moments of inertia.
- Right-triangle parts have both legs parallel to the axes; mirrored orientations share the same centroidal Ix and Iy (only Ixy, not computed, changes sign).
Solution steps
Part areas and own centroidal inertias
Each primitive part contributes its area (negative for holes) at its own centroid, plus its own centroidal moment of inertia from the shape formulas. A semicircle's centroid sits 4r/(3π) from its flat face, along the symmetry axis.
semicircle centroid offset = 4r/(3π); I(rectangle) = bh³/12; I(circle) = πd⁴/64; I(right triangle) = bh³/36; I(semicircle) = (π/8 − 8/(9π))r⁴ about the flat-parallel axis and πr⁴/8 about the symmetry axis
part 1: A = 1600 mm^2 at (0 mm, 40 mm), own Ix = 853300 mm^4, own Iy = 53330 mm^4; part 2: A = 2000 mm^2 at (0 mm, 90 mm), own Ix = 66670 mm^4, own Iy = 1667000 mm^4
Composite centroid
The centroid is the area-weighted average of the part centroids; hole areas enter with a negative sign.
x̄ = Σ(Ai·xi)/ΣAi and ȳ = Σ(Ai·yi)/ΣAi (signed areas)
A = 3600 mm^2; x̄ = 0 mm; ȳ = 67.78 mm
= 67.78 mm
Parallel-axis theorem
Transfer each part's own centroidal inertia to the composite centroidal axes by adding A·d², where d is the distance from the part centroid to the composite centroid. Hole terms subtract.
I = Σ(Īi + Ai·di²), signed
Ix = (853300 mm^4 + 1600 mm^2 × 27.8 mm²) + (66670 mm^4 + 2000 mm^2 × 22.2 mm²) = 3142000 mm^4; Iy = 1720000 mm^4
= 3142000 mm^4
Radii of gyration
The radius of gyration concentrates the area at a single distance from the axis with the same inertia.
r = √(I/A)
rx = 29.54 mm; ry = 21.86 mm
Results
Net cross-sectional area A
3600mm^2
Centroid x̄ (global axes)
0mm
Centroid ȳ (global axes)
67.78mm
Centroidal moment of inertia Ix
3142000mm^4
Centroidal moment of inertia Iy
1720000mm^4
Radius of gyration rx
29.54mm
Radius of gyration ry
21.86mm
Where this answer was checked
- source
- Parallel-axis theorem with rectangle formulas (NCEES FE Reference Handbook) — composite T: A, ȳ, Ix, Iy about centroidal axes
- verified by
- hand-recomputed
- derivation
- Web 20×80 centroid (0,40), A=1600; flange 100×20 centroid (0,90), A=2000. A=3600. ȳ=(1600·40+2000·90)/3600=244000/3600=67.7778 mm. Ix: flange 100·20³/12=66666.7 + 2000·(90−67.7778)²=2000·493.827=987654.3 → 1054321.0; web 20·80³/12=853333.3 + 1600·(40−67.7778)²=1600·771.605=1234567.9 → 2087901.2; ΣIx=3142222 mm⁴. Iy=20·100³/12 + 80·20³/12 = 1666666.7+53333.3=1720000 mm⁴. rx=√(3142222/3600)=29.544 mm; ry=√(1720000/3600)=21.858 mm.