Bolt stretch estimates for joints and fixtures. Enter preload, temperature, and geometry, then calculate safely. See elongation, strain, stress, and safety factor at once.
Tip: Use effective length as the stretched grip length.
| Case | Force | Length | Area | Modulus | ΔT | Notes |
|---|---|---|---|---|---|---|
| 1 | 10 kN | 50 mm | 58 mm² | 200 GPa | 0 °C | Typical steel bolt preload. |
| 2 | 4 kN | 80 mm | 36.6 mm² | 193 GPa | 25 °C | Thermal growth included for stainless. |
| 3 | 2500 lbf | 3 in | 0.0775 in² | 29000 ksi | -30 °F | Imperial example with cooling. |
Mechanical elongation assumes linear elasticity:
δmech = (F · L) / (A · E)
Thermal elongation is optional:
δth = α · ΔT · L
Total elongation sums both contributions:
δtotal = δmech + δth
Stress and strain are:
σ = F / A, ε = δ / L
Stiffness is:
k = (A · E) / L
Area estimation (when A is not entered)
For metric threads, tensile stress area is estimated by:
As ≈ (π/4) · (d − 0.9382·p)²
For unified threads, tensile stress area is estimated by:
As ≈ (π/4) · (d − 0.9743/n)²
d is diameter, p is pitch, and n is threads-per-inch.
Bolt elongation is the elastic stretch that produces clamp force in a joint. Stable stretch helps resist vibration, gasket relaxation, and embedment. If stretch is too small, clamp load can vary wildly. If stretch is too large, threads can yield and preload repeatability drops.
This calculator uses δ = F·L/(A·E). Elongation rises with higher force and longer effective length. It falls with larger tensile area and higher elastic modulus. When you stay below yield, the relationship is nearly linear, so scaling inputs gives predictable elongation changes.
Effective length is the portion of the fastener that actually stretches. It is often close to grip length plus a fraction of engaged threads. Longer effective length makes the bolt “springier,” improving preload stability after seating or creep. Short, stiff bolts lose preload faster.
Threads reduce the load-carrying section, so tensile stress area is smaller than shank area. Using tensile area gives higher stress and more elongation for the same force. If you do not know A, the tool can estimate it from diameter and pitch (metric) or TPI (unified).
Stress is σ = F/A and mechanical strain is ε = δ/L. If you provide yield strength, the calculator reports Sy/σ as a simple safety factor against yielding. It is not a fatigue or joint-separation model, but it helps flag loads that are too aggressive.
Thermal growth is δth = α·ΔT·L. A steel fastener with α≈12×10⁻⁶/°C gains about 0.03 mm over 50 mm for a 50°C rise. Real clamp change also depends on joint materials and constraints, so treat δth as bolt-only expansion.
Bolt stiffness k = A·E/L shows how much force changes per unit stretch. Higher stiffness means small elongation differences create large force differences. This is useful for estimating preload loss from settlement: a small seating displacement can remove more force when k is high.
Typical steel modulus is near 200 GPa, while yield strength varies widely by grade. Preload targets often fall around 60–80% of proof capacity when using controlled methods. Keep units consistent, verify the chosen area, and compare stress to your allowable limits for final verification.
Bolt elongation is the axial stretch of a fastener under tensile load. In the elastic range, that stretch behaves like a spring and generates clamp force that holds joint members together.
Enter the axial bolt force you expect in service, commonly the preload. If you only have torque, estimate preload using your torque method first, then use that force here.
Leave area blank and enter diameter. The calculator can estimate tensile area using metric pitch or unified TPI. For critical designs, confirm area from the relevant fastener standard table.
Elongation is proportional to L. Longer bolts stretch more for the same force, which generally improves preload stability after embedment or creep. Very short bolts are more sensitive to small seating losses.
No. The tool reports bolt-only expansion using α·ΔT·L. Preload change also depends on how the clamped parts expand, joint stiffness, and whether components are constrained.
Stiffness k shows force per unit elongation. A higher k means a small additional stretch corresponds to a larger force change. It is useful when combining bolt and joint stiffness in clamp-load models.
No. Sy/σ is a quick check against yielding under the entered force. It does not cover fatigue, thread stripping, joint separation, relaxation, or installation scatter. Use your engineering standard for final approval.
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.