Fast hollow pipe properties for bending checks. Enter sizes, pick units, see clear engineering outputs. Download tables, share reports, and refine choices confidently today.
| Do (mm) | t (mm) | Di (mm) | I (mm⁴) | Ze (mm³) | Zp (mm³) |
|---|---|---|---|---|---|
| 60.3 | 3.91 | 52.48 | 3.76E+05 | 1.25E+04 | 1.47E+04 |
| 88.9 | 5.49 | 77.92 | 1.49E+06 | 3.35E+04 | 3.90E+04 |
| 114.3 | 6.02 | 102.26 | 3.89E+06 | 6.80E+04 | 7.78E+04 |
| 168.3 | 7.11 | 154.08 | 1.63E+07 | 1.94E+05 | 2.18E+05 |
| 219.1 | 8.18 | 202.74 | 4.28E+07 | 3.91E+05 | 4.34E+05 |
Section modulus connects geometry to bending stress. For a given moment M, peak elastic stress follows σ = M/Ze, so larger Ze reduces stress without changing loads. It is a fast way to compare pipe options.
Elastic modulus Ze comes from I/c, where I is second moment and c is the outer radius. Plastic modulus Zp represents a fully yielded stress block. For pipes, Zp exceeds Ze, and the gap grows with wall thickness.
For a hollow circle, I = (π/64)(Do⁴ − Di⁴). The fourth‑power term makes diameter the dominant lever. If you scale the section by k, Ze scales about with k³, so modest diameter changes give big gains.
Thickness sets Di = Do − 2t and affects area A = (π/4)(Do² − Di²). More thickness raises Ze and Zp but also weight. Thin walls may be sensitive to ovality, corrosion allowance, and local buckling limits in standards.
The tool outputs A, I, J, Ze, Zp, and radius of gyration r = √(I/A). Use A for mass trends, I for deflection trends, Ze for elastic stress, and J for torsion context when you need it.
Enter a moment to compute σ = M/Ze in MPa, plus an approximate psi value. Add yield strength Fy to get utilization σ/Fy. Example magnitude: Do 114.3 mm with 6.02 mm wall gives Ze near 6.8×10⁴ mm³.
Confirm Di stays positive and smaller than Do, and keep t below Do/2. If results are off by 25.4× or 1000×, check unit selection. Compare against the example table to judge whether Ze and I are reasonable.
These formulas assume a perfect circular tube under pure bending. Real members may have weld seams, holes, combined axial load, or instability limits. Treat outputs as clean inputs to your governing code checks, not a final design verdict.
It is a geometric property that relates bending moment to bending stress. Elastic section modulus Ze uses linear theory, while plastic modulus Zp relates to a fully yielded stress distribution.
Enter the outside diameter Do. Then choose either wall thickness t or inner diameter Di as the second input. The calculator derives the remaining dimension automatically.
Because I depends on the fourth power of diameter. Since Ze = I/c, it scales close to the cube of size, so small diameter changes can produce large stiffness and strength differences.
Use Ze for elastic stress checks and service calculations. Zp is useful for plastic capacity concepts in ductile bending, but only when your design method and standard allow it.
Pick the same unit used in your load calculations, such as kN·m. The tool converts internally, then reports stress in MPa and provides an approximate psi value for quick comparison.
It estimates peak elastic bending stress for pure bending. If you have axial force, shear, torsion, or stability concerns, treat it as a screening value and run full code checks.
Very large or small values are shown in scientific notation to keep outputs readable. Adjust decimal places, or export CSV and PDF to capture the numbers in a report-friendly format.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.