Torsion Calculator

Calculate torsional shear stress and angle of twist for solid and hollow circular shafts and rectangular sections.

Torsion Parameters

lb-in
in
in
ksi
psi

Maximum Shear Stress

795.77 psi

0.796 ksi

ADEQUATE

Utilization: 5.5%

Polar Moment of Inertia (J)
25.1327 in&sup4;
Max Shear Stress
795.77 psi
Angle of Twist
0.001661 rad
Angle of Twist
0.0952°

Torsion Formulas

Shear Stress: τ = Tr/J

Angle of Twist: φ = TL/(GJ)

Solid Circular J: πd&sup4;/32

Hollow Circular J: π(do&sup4; - di&sup4;)/32

What Is a Torsion Calculator?

A torsion calculator determines the torsional shear stress and angle of twist for structural members subjected to twisting forces. Torsion occurs when a torque (twisting moment) is applied to a structural member, causing it to rotate about its longitudinal axis. This calculator is essential for designing shafts, beams, and other structural elements that must resist torsional loading in buildings, bridges, and machinery.

Torsion is a fundamental structural behavior that occurs in various construction applications. Floor beams supporting eccentric loads, columns subject to torsional moments from connected beams, and shafts transmitting rotational forces all experience torsional stresses. Understanding torsional behavior is critical for ensuring structural safety and serviceability.

The calculator supports three cross-sectional shapes: solid circular, hollow circular, and rectangular sections. Circular sections are the most efficient for torsion because they distribute shear stress uniformly around the perimeter. Hollow sections are often used for shafts and columns because they provide excellent torsional resistance with less material than solid sections. Rectangular sections are less efficient for torsion but are common in building construction.

Torsional analysis involves calculating two primary quantities: maximum shear stress and angle of twist. The maximum shear stress must not exceed the allowable shear stress for the material to prevent failure. The angle of twist must be limited to ensure serviceability and prevent excessive deformation. The calculator compares the calculated shear stress against the allowable value and provides a utilization ratio indicating the margin of safety.

Torsion Formulas

The fundamental torsion formula relates shear stress to applied torque, section geometry, and material properties. For circular sections, the shear stress equals the torque times the distance from the center divided by the polar moment of inertia. The maximum shear stress occurs at the outer surface of the section.

For solid circular sections, the polar moment of inertia equals pi times the diameter to the fourth power divided by 32. For hollow circular sections, the polar moment equals pi times the difference between the outer diameter to the fourth power and the inner diameter to the fourth power, all divided by 32.

The angle of twist is calculated by multiplying the torque times the member length divided by the product of the shear modulus and polar moment of inertia. The shear modulus is a material property that relates shear stress to shear strain. For steel, the shear modulus is approximately 11,500 ksi (79 GPa). The angle is calculated in radians and can be converted to degrees by multiplying by 180 divided by pi.

For rectangular sections, torsion analysis is more complex because the shear stress distribution is not uniform. The calculator uses approximate formulas that account for the aspect ratio of the rectangular section. The maximum shear stress occurs at the midpoint of the longer side, and the angle of twist depends on both the section dimensions and a coefficient that varies with the aspect ratio.

Torsional Shear Stress

τ = T × c / J

Where:

  • τ= Maximum torsional shear stress (psi)
  • T= Applied torque (lb-in)
  • c= Distance from center to outer fiber (in)
  • J= Polar moment of inertia (in⁴)

How to Use This Calculator

Follow these steps to analyze torsional loading on a structural member:

  1. Select Cross-Section Type: Choose between solid circular, hollow circular, or rectangular cross-section based on your member geometry.
  2. Enter Applied Torque: Input the twisting moment applied to the member in pound-inches (lb-in). This may come from structural analysis or design requirements.
  3. Enter Member Length: Specify the length of the member in inches. This affects the angle of twist calculation.
  4. Enter Section Dimensions: For circular sections, enter the outer diameter (and inner diameter for hollow sections) in inches. For rectangular sections, enter the width and height in inches.
  5. Select Material: Choose the material type (steel, aluminum, or copper) to set the appropriate shear modulus. You can also enter a custom shear modulus value.
  6. Enter Allowable Shear Stress: Input the maximum allowable shear stress for your material in psi. The calculator will compare the calculated stress against this value.
  7. Review Results: The calculator displays the maximum shear stress, angle of twist, polar moment of inertia, and utilization ratio. It indicates whether the section is adequate or overstressed.

Torsional analysis is typically performed by structural engineers as part of the building design process. This calculator provides simplified analysis for preliminary design and educational purposes. Always verify calculations with detailed structural analysis for critical applications.

Understanding the Results

The calculator provides comprehensive torsional analysis results. The primary result is the maximum shear stress, which must be compared against the allowable shear stress for the material to determine adequacy.

Polar Moment of Inertia (J): This geometric property quantifies the section's resistance to torsion. Higher J values indicate greater torsional stiffness. For circular sections, J increases with the fourth power of the diameter, making larger sections dramatically more resistant to torsion.

Maximum Shear Stress: This is the highest torsional stress in the section, occurring at the outer surface. If this value exceeds the allowable shear stress, the section is overstressed and must be redesigned with a larger cross-section or higher-strength material.

Angle of Twist: This measures the rotational deformation of the member under torsional loading. The result is provided in both radians and degrees. Excessive twist can cause serviceability problems such as misalignment of connected elements or discomfort for building occupants.

Utilization Ratio: This percentage indicates how much of the allowable shear stress is being used. A ratio below 100% indicates the section is adequate, while a ratio above 100% indicates overstress. Ratios between 75-90% are generally considered optimal, providing adequate safety margin while avoiding excessive material use.

Real-World Applications

Torsional analysis is essential for various structural and mechanical applications in construction. Understanding torsional behavior helps engineers design safe and efficient structures that resist twisting forces.

Building construction involves numerous torsional loading scenarios. Floor beams supporting eccentric loads from walls or equipment experience torsion in addition to bending. Columns at building corners or irregular configurations may be subject to torsional moments from unbalanced framing. The calculator helps analyze these common structural conditions.

Bridge design frequently requires torsional analysis for curved girders, eccentric loading conditions, and wind-induced torsion. Bridge beams must resist both vertical loads and torsional moments that develop due to the curvature of the bridge or eccentric placement of traffic loads.

Mechanical systems in buildings, including elevator shafts, conveyor systems, and rotating equipment, involve shafts and members that transmit torque. These components must be designed to handle torsional stresses without excessive twist or failure. The calculator provides the necessary analysis for sizing these mechanical components.

Seismic design may involve torsional effects due to eccentricity between the center of mass and center of rigidity in a building. While this calculator provides simplified torsional analysis, it helps illustrate the principles that underlie more complex seismic torsional design procedures.

Worked Examples

Solid Circular Steel Shaft

Problem:

Calculate the maximum shear stress and angle of twist for a 4-inch diameter solid steel shaft 48 inches long subjected to 10,000 lb-in torque.

Solution Steps:

  1. 1Calculate polar moment: J = π × 4⁴ / 32 = 25.13 in⁴
  2. 2Determine distance to outer fiber: c = 4 / 2 = 2 inches
  3. 3Calculate maximum shear stress: τ = 10,000 × 2 / 25.13 = 795.8 psi
  4. 4Convert shear modulus to psi: G = 11,500 ksi × 1,000 = 11,500,000 psi
  5. 5Calculate angle of twist: φ = 10,000 × 48 / (11,500,000 × 25.13) = 0.00166 rad
  6. 6Convert to degrees: 0.00166 × 180/π = 0.095 degrees

Result:

Maximum shear stress: 795.8 psi, Angle of twist: 0.095 degrees

Hollow Circular Aluminum Tube

Problem:

Analyze a 6-inch outer diameter, 5-inch inner diameter aluminum tube 36 inches long with 15,000 lb-in torque.

Solution Steps:

  1. 1Calculate polar moment: J = π × (6⁴ - 5⁴) / 32 = 66.07 in⁴
  2. 2Determine distance to outer fiber: c = 6 / 2 = 3 inches
  3. 3Calculate maximum shear stress: τ = 15,000 × 3 / 66.07 = 681.4 psi
  4. 4Convert shear modulus: G = 3,800 ksi × 1,000 = 3,800,000 psi
  5. 5Calculate angle of twist: φ = 15,000 × 36 / (3,800,000 × 66.07) = 0.00214 rad
  6. 6Convert to degrees: 0.00214 × 180/π = 0.123 degrees

Result:

Maximum shear stress: 681.4 psi, Angle of twist: 0.123 degrees

Rectangular Section Adequacy Check

Problem:

Determine if a 4-by-2-inch rectangular steel section can safely resist 8,000 lb-in torque with allowable shear stress of 14,500 psi.

Solution Steps:

  1. 1Calculate section dimensions: a = 4/2 = 2 inches, b = 2/2 = 1 inch
  2. 2Calculate aspect ratio: a/b = 2/1 = 2
  3. 3Determine coefficient: α ≈ 0.333 - 0.21 × (1/2) × (1 - (1/2)⁴/12) = 0.229
  4. 4Calculate polar moment: J = 0.229 × 4 × 2³ = 14.66 in⁴
  5. 5Calculate maximum shear stress: τ = 8,000 / (0.229 × 2² × 2 × 4) = 2,183 psi
  6. 6Compare to allowable: 2,183 psi < 14,500 psi, section is adequate

Result:

Maximum shear stress: 2,183 psi, Utilization: 15.1%, Section is ADEQUATE

Tips & Best Practices

  • Use circular or hollow circular sections for members that primarily resist torsion, as they are most efficient.
  • Keep the angle of twist below 1 degree per 20 diameters of length for most structural applications.
  • Consider torsional effects in addition to bending when designing beams with eccentric loads.
  • Use higher-strength materials or larger sections when torsional demands are high.
  • Check both shear stress and angle of twist requirements, as either may govern the design.
  • Consult a licensed structural engineer for detailed torsional analysis of critical structural members.

Frequently Asked Questions

Torsion is a twisting moment applied to a structural member that causes it to rotate about its longitudinal axis. It creates shear stresses that vary from zero at the center to maximum at the outer surface. Torsion occurs in beams supporting eccentric loads, columns with unbalanced framing, and shafts transmitting rotational forces.
Hollow circular sections are more efficient for torsion than solid sections because they place material farther from the center where it is most effective at resisting torsion. For the same weight of material, a hollow section can provide 2-3 times greater torsional resistance than a solid section. This makes hollow sections ideal for shafts and columns.
Allowable shear stress for structural steel in torsion is typically 0.4 times the yield strength (Fy). For A36 steel with Fy = 36 ksi, the allowable shear stress is approximately 14.4 ksi (14,400 psi). Higher-strength steels have proportionally higher allowable values. Always consult the applicable design code for specific allowable stress values.
To convert the angle of twist from radians to degrees, multiply the radian value by 180 divided by π (approximately 57.3). For example, an angle of 0.01 radians equals 0.01 × 180/π = 0.573 degrees. Small angles of twist are common in structural applications, so degrees are often more practical for interpretation.
Torsion in buildings results from eccentric loading, asymmetric framing, or lateral forces applied off-center. Common causes include cantilevered floor beams, eccentric wall loads on columns, wind forces on irregular building shapes, and seismic forces acting through the center of mass rather than the center of rigidity.

Sources & References

Last updated: 2026-06-06

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Editorial Note

MyCalcBuddy Editorial Team

This page is maintained as an educational calculator reference.

Source

Formula Source: Standard Mathematical References

by Various

UpdatedLast reviewed: May 2026
CheckedFormula checks are based on standard references and internal QA review.

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