UNDERSTAND IT. WORK IT OUT.

Learn: Angle of twist

A shaft can remain safe in stress yet twist too much for its function. Angle of twist measures the relative rotation between the two ends of a shaft segment under torque.

Beginner-friendlyFree · No accountTwo worked examples + separate practice
01

What the formula is saying

Torque acting over a longer length accumulates more twist. The product GJ is torsional rigidity, so greater material stiffness or a more effective section reduces rotation.

θ = T L / (G J)

Read the symbols in plain language

T
Torque

Torque. The same torque acting over a longer segment produces more relative rotation.

N·m

Use N·m as the base unit shown here. Use torque in N·m, length in m, G in Pa and J in m⁴. The calculated angle is in radians; multiply by 180/π to express it in degrees.

L
Shaft length

Shaft length. The same torque acting over a longer segment produces more relative rotation.

m

Metres measure length; 1 m = 1000 mm.

G
Shear modulus

Shear modulus. Multiply material shear stiffness by the polar geometric property.

Pa

One pascal is one newton per square metre. 1 MPa = 10⁶ Pa.

J
Polar second moment

Area-weighted squared distance from the shaft centre: the sum of the two perpendicular centroidal second moments.

m⁴

The fourth power of metres is used for a second moment of area; 1 m⁴ = 10¹² mm⁴.

θ
Result to find

Angle of twist. Dividing load-length by rigidity gives the twist in radians, not degrees.

rad

Sort out the units first

Use torque in N·m, length in m, G in Pa and J in m⁴. The calculated angle is in radians; multiply by 180/π to express it in degrees.

Assumptions before calculating

Treat the material as homogeneous and linearly elastic, with small strains. Use properties for the actual temperature and loading direction; the calculation is a model of behaviour before yielding, not a failure test.

02

Let’s solve one together

Read the given values, follow each operation, then check what the result means.

Read the supplied values as one complete study case. Find θ and explain the result in the stated output unit.

T · Torque
5000 N·m
L · Shaft length
2 m
G · Shear modulus
79000000000 Pa
J · Polar second moment
0.00000982 m⁴
  1. Accumulate torque over length

    The same torque acting over a longer segment produces more relative rotation.

    (5000) × (2) = 10000 N·m²
  2. Find torsional rigidity

    Multiply material shear stiffness by the polar geometric property.

    (79000000000) × (0.00000982) = 775780 N·m²
  3. Calculate the relative angle

    Dividing load-length by rigidity gives the twist in radians, not degrees.

    (10000) ÷ (775780) ≈ 0.01289025239 rad
Answer0.01289025239 rad

Does this worked answer make sense?

Twist is proportional to length and torque. Doubling G or J halves the angle, and reversing torque reverses the rotation sign.

A second worked example — different values

A second case uses different data. Predict which way the answer will change, then calculate it without reusing the first answer.

T · Torque
2500 N·m
L · Shaft length
1.5 m
G · Shear modulus
27000000000 Pa
J · Polar second moment
0.00002 m⁴
  1. Accumulate torque over length

    The same torque acting over a longer segment produces more relative rotation.

    (2500) × (1.5) = 3750 N·m²
  2. Find torsional rigidity

    Multiply material shear stiffness by the polar geometric property.

    (27000000000) × (0.00002) = 540000 N·m²
  3. Calculate the relative angle

    Dividing load-length by rigidity gives the twist in radians, not degrees.

    (3750) ÷ (540000) ≈ 0.006944444444 rad
Answer0.006944444444 rad
03

Now try your own values

Change a value or its unit. The same method will show your calculation, step by step.

Torque. The same torque acting over a longer segment produces more relative rotation.

Shaft length. The same torque acting over a longer segment produces more relative rotation.

Shear modulus. Multiply material shear stiffness by the polar geometric property.

Area-weighted squared distance from the shaft centre: the sum of the two perpendicular centroidal second moments.

English, Arabic and Persian digits are supported. The steps convert inputs to the formula’s base units.

Results update only when you calculate. The lesson example above stays unchanged.

04

Your turn — check your understanding

Solve this separate case yourself. Use only the values below; the two worked examples use different data. Give the requested result in the selected unit.

T · Torque
4000 N·m
L · Shaft length
2.5 m
G · Shear modulus
80000000000 Pa
J · Polar second moment
0.000012 m⁴

Find: Learn: Angle of twist

For repeating decimals, use at least four significant figures. Accepted rounding tolerance: 0.05% of the expected value; zero uses an absolute tolerance of 10⁻¹².

A hint, not the answer

Torque acting over a longer length accumulates more twist. The product GJ is torsional rigidity, so greater material stiffness or a more effective section reduces rotation.

Use torque in N·m, length in m, G in Pa and J in m⁴. The calculated angle is in radians; multiply by 180/π to express it in degrees.

Show the full practice solution

Compare the steps with your work; revealing a solution does not mark the lesson complete.

  1. Accumulate torque over length

    The same torque acting over a longer segment produces more relative rotation.

    (4000) × (2.5) = 10000 N·m²
  2. Find torsional rigidity

    Multiply material shear stiffness by the polar geometric property.

    (80000000000) × (0.000012) = 960000 N·m²
  3. Calculate the relative angle

    Dividing load-length by rigidity gives the twist in radians, not degrees.

    (10000) ÷ (960000) ≈ 0.01041666667 rad
Answer0.01041666667 rad

Avoid the common trap

Do not report radians as degrees. Use shear modulus G rather than Young’s modulus E. A shaft with twice the length does not have the same twist under the same torque.

When this method applies — and when it does not

Assume a prismatic circular shaft with constant torque, G and J along the segment. For stepped shafts, compute each segment separately and sum signed rotations. Warping restraint and noncircular sections are not covered.

For study and understanding, not approval of a real structure, site operation or design. Apply the correct standard, National Annex and professional review to actual engineering work.

One idea understood. Keep going.

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Sources & further reading

References open in a new tab and explain the underlying principles. The teaching text and examples here are SimpleFlick’s own; the source organisations have not endorsed this calculator.

Reading focus: Angle of twist. Use the relevant elastic-response, equilibrium, constitutive-relations or shear-and-torsion module; the lesson states its particular sign convention.

Lesson updated: · Both examples and the separate practice case are checked against an independent high-precision numerical implementation. This verifies arithmetic for the stated model, not engineering certification.

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