Shaft Torsion
Calculate the maximum shear stress and the angle of twist in a solid or hollow circular shaft. Enter the torque, dimensions, length and shear modulus to check a shaft design in seconds.
Check Shear Stress and Angle of Twist in a Circular Shaft
Shaft Torsion Formula
Where:
- \(T\) — applied torque (N·m)
- \(D\) — outer diameter of the shaft (m)
- \(d\) — inner (bore) diameter for a hollow shaft (m)
- \(c\) — distance from the centre to the outer surface (m)
- \(J\) — polar moment of inertia of the cross-section (m⁴)
- \(G\) — shear modulus (modulus of rigidity) of the material (Pa)
- \(L\) — length of the shaft between the applied torque and the fixed end (m)
- \(\tau_{max}\) — maximum shear stress at the outer surface (Pa)
- \(\varphi\) — angle of twist over the length \(L\) (rad)
The first two expressions describe the torsion of a circular shaft: the shear stress grows linearly from zero at the centre to a maximum at the outer surface, and the shaft twists by an angle that is proportional to the torque and length and inversely proportional to the torsional stiffness \(JG\).
Shaft Torsion – Calculation Example
Example: a solid steel shaft of diameter \(D = 40\) mm and length \(L = 1\) m transmits a constant torque of \(T = 1000\) N·m. The shear modulus of steel is \(G = 80\) GPa.
\[ J = \frac{\pi (0.04)^4}{32} = 2.513 \times 10^{-7}\ \text{m}^4 \]
\[ \tau_{max} = \frac{1000 \times 0.02}{2.513 \times 10^{-7}} = 79.6 \times 10^6\ \text{Pa} \approx 79.6\ \text{MPa} \]
\[ \varphi = \frac{1000 \times 1}{2.513 \times 10^{-7} \times 80 \times 10^9} = 0.04974\ \text{rad} \approx 2.85^\circ \]
Result: the maximum shear stress is about 79.6 MPa (≈ 11.5 ksi) at the outer surface, and the shaft twists through approximately 2.85° (0.0497 rad) over its 1 m length — about 2.85° per metre.
How to Use the Shaft Torsion Calculator
- Enter the Applied torque (T) and select its unit — N·m, kN·m, lb·ft or lb·in.
- Choose the Shaft type: solid circular shaft or hollow circular shaft (tube). For a hollow shaft, also enter the Inner diameter (d), which must be smaller than the outer diameter.
- Enter the Outer diameter (D) and the Shaft length (L) with their units (mm, cm, m, in or ft).
- Enter the Shear modulus (G) of the material — steel ≈ 80 GPa, aluminum ≈ 27 GPa, copper ≈ 45 GPa — and choose the unit (GPa, MPa, psi or ksi).
- Read the results: the maximum shear stress (τmax) in MPa, ksi and psi, and the angle of twist (φ) in degrees, radians, degrees per metre and degrees per foot.
What Is Shaft Torsion?
When a torque is applied along the axis of a shaft — as happens in every transmission shaft, drive line, drill string or propeller shaft — the material is twisted. Each cross-section rotates relative to the neighbouring one, and this rotation is resisted by shear stresses distributed over the cross-section. For circular shafts (solid or with a concentric bore) the analysis is exact and simple: the shear stress varies linearly from zero at the centre to a maximum at the outer surface, which is why shafts and tubes fail or yield first on their outside.
Two quantities matter in a torsion check. The first is the maximum shear stress, \(\tau_{max} = Tc/J\): it must stay below the allowable shear stress of the material. For ductile steels, the yield strength in shear is roughly 0.5–0.6 times the tensile yield strength, and a suitable safety factor is applied on top. The second is the angle of twist, \(\varphi = TL/JG\): even a shaft that is strong enough may twist too much, causing misalignment, vibration, wind-up in control systems or positional error in precision drives.
The geometry term \(J\), the polar moment of inertia, scales with the fourth power of the diameter. Doubling the diameter of a solid shaft reduces the stress and the twist by a factor of 16. This is why hollow shafts are so effective: removing the lightly stressed material near the centre costs very little stiffness but saves a great deal of weight, which is why drive shafts, roll shafts and many aerospace parts are tubes.
When interpreting the result, compare \(\tau_{max}\) with the material's allowable shear stress, and compare \(\varphi\) with your twist limit. As a traditional rule of thumb, machine shafts are limited to about 1° of twist over a length of 20 diameters; precision and long-line shafting often needs much tighter limits.
Assumptions, Limitations and Practical Tips
- Circular cross-sections only. The formulas are exact for solid or hollow circular shafts with a concentric bore. Non-circular sections (rectangular bars, keyways, splines) twist very differently and need separate methods.
- Uniform shaft, constant torque. The calculation assumes a constant cross-section, a single material and a torque that does not change along the length. For stepped shafts or several torques, compute each segment separately and add the twist angles.
- Linear elastic behaviour. Stresses must remain below the elastic limit; the result does not predict yielding or plastic collapse.
- Keyways, holes and shoulders concentrate stress. A real shaft with a keyseat or a shoulder may see local stresses 1.5–3 times the nominal value, so allow for stress concentration factors in critical designs.
- Check both criteria. A short, stout shaft is usually governed by stress; a long, slender shaft is often governed by twist. Also remember that a long shaft can fail by buckling or whirling — a related check is our Euler buckling load calculator.
- For shafts that also carry bending loads (gears, belts, pulleys), superimpose the bending stresses from a beam analysis — see the simply supported beam with center point load and uniformly loaded beam calculators.
Frequently Asked Questions
How do I convert the angle of twist between radians and degrees?
Multiply radians by \( 180/\pi \approx 57.2958 \) to get degrees, or divide degrees by that factor to go back. The calculator reports both, plus degrees per metre and per foot. A traditional limit for line shafting is about 1° of twist over a length of 20 diameters, which works out to roughly 0.75°/m for a 40 mm shaft — precision drives often require far tighter limits.