Torsional Constant Calculator

Calculate torsional constants for various cross-sectional shapes and structural profiles

Calculate Torsional Constant

K = ab³/3 - 0.21b⁴ - 0.0175b⁸/a⁴

mm
mm

Torsional Constant Results

284.73
Torsional Constant (mm⁴)
0.0285
Torsional Constant (cm⁴)
0.000684
Torsional Constant (in⁴)
2.847e-10
Torsional Constant (m⁴)

Cross-Section: Solid Rectangle

Formula: K = ab³/3 - 0.21b⁴ - 0.0175b⁸/a⁴

Application: Used in torsional stiffness calculations and angle of twist analysis

Engineering Notes

✅ Solid rectangle formula has maximum 4% error.

Example Calculation

Rectangular Cross-Section Example

Cross-section: Solid rectangle

Width (a): 10 mm

Height (b): 5 mm

Formula: K = ab³/3 - 0.21b⁴ - 0.0175b⁸/a⁴

Calculation

K = (10)(5³)/3 - 0.21(5⁴) - 0.0175(5⁸)/(10⁴)

K = (10)(125)/3 - 0.21(625) - 0.0175(390,625)/10,000

K = 416.67 - 131.25 - 0.68

K = 284.74 mm⁴

Cross-Section Guide

Circle

Most efficient for torsion, no warping

Rectangle

Common structural shape, warping occurs

I-Beam

Excellent for bending, limited torsional strength

Thin-Walled

Efficient material use, special analysis required

Torsional Design Tips

Circular sections are most efficient for pure torsion

Consider warping restraint in end conditions

Thin-walled sections can buckle under torsion

Larger dimensions increase torsional stiffness dramatically

Use angle of twist to check serviceability limits

Understanding Torsional Constants

What is the Torsional Constant?

The torsional constant (K) is a geometric property that describes a cross-section's resistance to twisting. Unlike the polar moment of inertia, which only applies to circular sections, the torsional constant can be calculated for any cross-sectional shape.

Key Applications

  • Angle of twist calculations
  • Torsional stiffness analysis
  • Structural beam design
  • Aircraft wing analysis

Angle of Twist Formula

φ = TL / (KG)

  • φ: Angle of twist (radians)
  • T: Applied torque (N⋅m)
  • L: Length of member (m)
  • K: Torsional constant (m⁴)
  • G: Shear modulus (Pa)

Important Assumptions

  • Straight beam: Uniform cross-section throughout
  • End loading: Torques applied only at ends
  • Free warping: End sections can deform freely
  • Elastic behavior: Stress below elastic limit

Torsional Constant Formulas

Circle

K = πr⁴/2

r = radius

Solid Rectangle

K = ab³/3 - 0.21b⁴ - 0.0175b⁸/a⁴

a ≥ b (larger dimension)

Solid Square

K = 9a⁴/64

a = side length

Solid Ellipse

K = πa³b³/(a²+b²)

a, b = semi-axes

Thin-Walled Ellipse

K = 2πa²b²t³/3(a²+b²)

t = wall thickness

Thin-Walled Rectangle

K = 2t³a²b²/(a+b)

t = wall thickness

Hollow Ellipse

K = K_outer - K_inner

Subtract inner from outer

I-Beam

K = 2K₁ + K₂ + 2αD⁴

Complex formula (see example)