Plan joints and anchors using thermal movement estimates. Choose common materials or enter custom coefficients. See contraction, stress, and force results clearly for design.
| Case | Material | Length | Temperature change | α (×10⁻⁶/°C) | ΔL (mm) |
|---|---|---|---|---|---|
| 1 | Structural Steel | 20 m | -30 °C | 12.0 | -7.20 |
| 2 | Aluminum | 12 m | -25 °C | 23.0 | -6.90 |
| 3 | Concrete | 30 m | -15 °C | 10.0 | -4.50 |
Temperature drops shorten steel, concrete, and piping runs, changing clearances at bearings, anchors, and façade brackets. For a 20 m member, a -30 °C shift can move several millimeters, enough to bind expansion joints or crack brittle finishes. Using calculated ΔL early helps set joint gaps, choose sliding details, and avoid unintended restraint during curing or seasonal commissioning.
The calculator’s library reflects common design ranges: structural steel about 12×10⁻⁶/°C, concrete about 10×10⁻⁶/°C, and aluminum about 23×10⁻⁶/°C. Plastics can be much higher, so a custom entry is useful for liners, sleeves, and temporary works. Always align α with the project specification or manufacturer datasheet when tolerances are tight.
Movement scales with length and ΔT, so long straight runs deserve the most attention. A 30 m concrete slab strip with a -15 °C change contracts about -4.5 mm, while a 12 m aluminum handrail under -25 °C contracts roughly -6.9 mm. Converting outputs to mm supports field layout, shim selection, and inspection notes without extra manual steps.
When movement is restrained by rigid fixings, thermal strain ε=α·ΔT can produce stress σ=E·ε·k, where k represents partial restraint. With k near 1, even moderate ΔT can generate significant MPa-level stresses in metals. Adding cross-sectional area estimates the resulting force at anchors, guiding selection of slotted holes, PTFE bearings, or isolation breaks.
Confirm units first, then verify the temperature range is realistic for exposure, curing, or process shutdown. Use measured lengths between true fix points, not overall drawing dimensions. If restraint is uncertain, run k=0.25, 0.50, and 1.00 to bound outcomes. Export the CSV or PDF and attach it to method statements, RFIs, or as-built movement logs for traceable approvals.
A negative ΔL means the element shortened because the final temperature is lower than the initial temperature. The result is contraction and the final length will be smaller in the selected output unit.
Yes. Select °F and enter both temperatures in Fahrenheit. The calculator converts the temperature change to °C internally because α values are applied per degree Celsius.
Use k=0 for free movement, k=1 for fully restrained, and intermediate values when sliding or flexibility exists. If unsure, test k=0.25, 0.50, and 1.00 to see a reasonable range.
They are typical reference values suitable for preliminary sizing and checks. For final design, use project specifications or supplier datasheets, especially for alloys, composites, and temperature-dependent materials.
Enable it when fixings prevent expected movement, such as rigid anchors, welded restraints, or short runs between two hard stops. It helps estimate stress and anchorage force to support detailing decisions.
Yes. Enter the run length and temperature change, choose an appropriate α, and select output units that match your shop drawings. For restraint, provide area and modulus if you need force estimates.
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.