Strength checks made easy for your parts. Work in metric or imperial, with smart geometry. Get clean reports and reuse values in seconds today.
| Load (kN) | Area (mm²) | Compressive Stress (MPa) |
|---|---|---|
| 50 | 2000 | 25 |
| 100 | 5000 | 20 |
| 10 | 100 | 100 |
| 75 | 1500 | 50 |
| 5 | 250 | 20 |
Compressive stress is the compressive load divided by the resisting cross‑sectional area.
σ = F / AF = σ × AA = F / σA = w × h, Circle A = πD²/4, Hollow circle A = π(Do² − Di²)/4.
Compressive stress describes how strongly a load presses on a cross‑section. The calculator reports a positive magnitude even though many sign conventions treat compression as negative. Use it for columns, bearing pads, press fits, and short blocks where the load is mostly axial. It is an average value across the chosen area, not a peak.
Two quick checks help catch unit mistakes. First, 1 MPa = 1 N/mm², so a 25 MPa result equals 25 N acting on each mm². Second, 1 ksi ≈ 6.89476 MPa, which is useful when converting many material datasheets.
Always use the net load‑carrying area at the plane of interest. If the part has holes, slots, or threads, the effective area may be smaller than the gross section. For bearings or contact pads, the projected contact area often controls the average compressive stress.
The geometry tools compute area from dimensions: rectangle w × h, solid circle πD²/4, and hollow circle π(Do² − Di²)/4. These formulas assume straight sides and true diameters. Measure at the smallest section if the part is tapered.
If you enter strength and a factor of safety, the tool calculates an allowable stress and a utilization ratio. A utilization of 1.00 means the computed stress equals the allowable. Many teams target 0.60–0.85 for static parts, depending on uncertainty and consequences.
Materials vary widely, but rough context helps sanity‑check results. Mild structural steels often have yield strengths around 250–350 MPa. Common aluminum alloys are frequently 150–300 MPa in yield. Normal‑strength concrete is often specified near 20–40 MPa in compression.
This calculator checks average stress, but long slender members can fail by buckling at stresses far below material strength. If the effective length is large compared with the radius of gyration, run a column‑buckling check (Euler or design‑code method) in addition to stress.
Engineering reviews benefit from repeatable numbers. Exporting CSV supports spreadsheets and hand calculations, while PDF captures inputs and outputs for sign‑off. Record the load case, area basis, and strength source so another engineer can reproduce the utilization result later.
Some sign conventions use negative for compression. This tool reports a positive magnitude for clarity. If your workflow uses negative signs, simply apply a minus sign to the reported stress.
Use the smallest net section that carries the load. If holes remove material, subtract their area. If the load spreads through a bearing surface, the projected contact area may be the correct choice.
A pascal is N/m². Since 1 m² equals 1,000,000 mm², 1 N/mm² becomes 1,000,000 N/m², which is 1 MPa. This makes quick mental checks easy.
Yes. Choose the circle option and enter the diameter. The tool uses πD²/4. For tubes, pick the hollow circle option and enter both outer and inner diameters.
Utilization is computed stress divided by allowable stress. Values below 1.0 pass the check; values above 1.0 fail. The allowable stress comes from your entered strength, optionally reduced by the safety factor.
No. The result is average stress. Notches, fillets, and local contact can create higher peak stresses. For critical parts, combine this check with detailed analysis, code factors, or finite element results.
Slender columns can buckle, which is an instability problem rather than crushing. Buckling depends on stiffness, length, and end conditions. Use a dedicated buckling calculation if the member is long and thin.
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.