Torsion shows up anywhere a shaft, axle, or torsion bar transmits rotational force — drive shafts, motor shafts, bolted fasteners under tightening torque, and torsion springs. This calculator finds the two numbers engineers check first: the torsional shear stress at the shaft's surface, and how far the shaft twists under load.

How the Torsion Calculator works

The calculator first computes the polar moment of inertia J for the chosen circular cross-section — J = πd⁴/32 for a solid shaft, or J = π(D⁴−d⁴)/32 for a hollow tube, which subtracts the moment of inertia of the missing inner circle from the outer circle's. From J it derives the torsional shear stress τ = Tr/J at the outer surface (r is the outer radius, where stress is highest) and the angle of twist θ = TL/(GJ) over the entered shaft length. Both formulas assume the shaft is a straight, uniform circular section under pure torsion — the standard elastic torsion theory used for round shafts, axles, and torsion bars.

Inputs and what they mean

Diameters are entered in millimetres, torque in newton-metres, shaft length in metres, and shear modulus in gigapascals — the calculator converts internally so shear stress comes out in megapascals (MPa) and the angle of twist in both radians and degrees. Diameter has the largest effect on both results because it enters the polar moment of inertia to the fourth power: halving the diameter multiplies both stress and twist roughly sixteenfold for the same torque. Shear modulus reflects the material — steel (about 79–81 GPa) twists far less than aluminum (about 26 GPa) or plastics under the same load, which is why material choice matters as much as geometry for stiffness-critical shafts.

Limits and edge cases

This calculator covers pure torsion of a straight, uniform circular (solid or hollow) shaft in the elastic range — it does not account for combined bending-and-torsion loading, stress concentrations at keyways, shoulders, or holes, non-circular cross-sections (which require a different, shape-dependent torsion constant), or buckling of thin-walled tubes under torsion. For a hollow shaft, keep the wall reasonably thick relative to the diameter; very thin-walled tubes can buckle locally before reaching the shear stress this formula predicts. Always compare the computed shear stress against the material's shear yield strength (roughly 0.5–0.6 times its tensile yield strength for ductile metals) with an appropriate safety factor, and have a qualified engineer review any load-bearing shaft design.