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Torsion Shear Stress Calculator

Calculate torsion shear stress accurately for your build. Get material quantities, waste allowances, and project cost breakdowns.

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Engineering

Torsion Shear Stress Calculator

Calculate maximum shear stress, angle of twist, and polar moment of inertia for solid and hollow circular shafts under torsion.

Last updated: December 2025

Calculator

Adjust values & calculate
Maximum Shear Stress
20.37 MPa
at the outermost fiber of the shaft
Angle of Twist
0.5836ยฐ
Polar Moment J
6.14e+5 mmโด
Section Modulus Zp
2.45e+4 mmยณ
Cross-Section Area
1963.50 mmยฒ
Weight (Steel)
15.413 kg/m

Power Transmission at Various RPM

100 RPM
5.24 kW(7.02 HP)
500 RPM
26.18 kW(35.11 HP)
1000 RPM
52.36 kW(70.21 HP)
1500 RPM
78.54 kW(105.32 HP)
3000 RPM
157.08 kW(210.64 HP)
Your Result
Max Shear Stress: 20.37 MPa | Angle of Twist: 0.5836 deg | J: 613592.32 mm^4
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Understand the Math

Formula

tau_max = T * c / J; theta = T * L / (G * J)

Where tau_max is the maximum shear stress, T is the applied torque, c is the outer radius, J is the polar moment of inertia, theta is the angle of twist, L is the shaft length, and G is the shear modulus of the material.

Last reviewed: December 2025

Worked Examples

Example 1: Solid Steel Drive Shaft

A solid steel shaft (D = 50mm, G = 80 GPa) transmits 500 N*m of torque over 1 meter. Find max shear stress and angle of twist.
Solution:
J = pi x 50^4 / 32 = 613,592 mm^4 Max shear stress: tau = (500 x 1000 x 25) / 613,592 = 20.37 MPa Angle of twist: theta = (500,000 x 1000) / (80,000 x 613,592) = 0.01019 rad = 0.5836 degrees
Result: Max shear stress: 20.37 MPa | Angle of twist: 0.584 degrees over 1 meter.

Example 2: Hollow Aluminum Tube

A hollow aluminum tube (D = 80mm, d = 60mm, G = 26 GPa) carries 200 N*m over 0.5m. Find stress and twist.
Solution:
J = pi x (80^4 - 60^4) / 32 = pi x (40,960,000 - 12,960,000) / 32 = 2,749,018 mm^4 Max shear stress: tau = (200,000 x 40) / 2,749,018 = 2.91 MPa Angle of twist: theta = (200,000 x 500) / (26,000 x 2,749,018) = 0.001399 rad = 0.0802 degrees
Result: Max shear stress: 2.91 MPa | Angle of twist: 0.080 degrees. Well within limits.
Expert Insights

Background & Theory

The Torsion Shear Stress Calculator applies the following established principles and formulas. Structural and construction engineering is governed by fundamental load analysis, material science, and regulatory standards that ensure the safety and durability of built structures. The primary distinction in load analysis is between dead loads โ€” the permanent self-weight of structural elements, finishes, and fixed equipment โ€” and live loads, which represent variable occupancy, furniture, and environmental forces such as wind and snow. These are combined using factored load equations, such as the ASCE 7 formula U = 1.2D + 1.6L, where D is dead load and L is live load. Concrete mix design is governed by the water-cement (w/c) ratio, which is the primary determinant of compressive strength and durability. A w/c ratio of 0.40โ€“0.45 typically yields concrete with 28-day compressive strengths of 30โ€“40 MPa. Common mix ratios by weight for structural concrete are approximately 1 part cement : 1.5โ€“2 parts sand : 3 parts coarse aggregate. Structural steel is characterized by its yield strength (the stress at which permanent deformation begins, typically 250โ€“350 MPa for mild steel) and ultimate tensile strength (typically 400โ€“500 MPa). Mid-span deflection of a simply supported beam under a central point load is given by ฮด = FLยณ / (48EI), where F is force, L is span length, E is Young's modulus, and I is the second moment of area. Building insulation is rated by R-value, a measure of thermal resistance in units of mยฒยทK/W (SI) or ftยฒยทยฐFยทh/BTU (imperial). Higher R-values indicate greater resistance to heat flow. Foundation design depends on the allowable bearing capacity of the underlying soil, which ranges from approximately 75 kPa for soft clay to over 10,000 kPa for bedrock. Drainage gradients for surface water are typically specified as a minimum of 1โ€“2% slope away from building foundations to prevent hydrostatic pressure and water infiltration.

History

The history behind the Torsion Shear Stress Calculator traces back through the following developments. The history of construction engineering spans thousands of years of accumulated empirical knowledge and, more recently, rigorous scientific analysis. The ancient Egyptians built the Great Pyramid of Giza around 2560 BCE using an estimated 2.3 million stone blocks, demonstrating sophisticated logistics, geometry, and workforce organization. Roman engineers advanced the field dramatically through the use of pozzolanic concrete โ€” a mixture of volcanic ash, lime, and seawater โ€” enabling the construction of the Pantheon dome (43.3 m diameter, completed around 125 CE) and a vast network of aqueducts and roads across the empire. Cast iron emerged as a structural material during the Industrial Revolution, first used prominently in the Iron Bridge at Coalbrookdale, England, completed in 1779. Wrought iron and later steel allowed far greater spans and heights. The Eiffel Tower, completed in 1889, demonstrated the structural possibilities of wrought iron at scale and influenced the development of steel-frame skyscraper construction in Chicago and New York. Reinforced concrete was systematically developed by Joseph Monier, a French gardener, who patented iron-reinforced concrete pots and panels in the 1860s, and later by engineers including Franรงois Hennebique who created the first comprehensive reinforced concrete framing system in the 1890s. The 1906 San Francisco earthquake caused widespread devastation and galvanized the engineering profession to develop seismic design provisions. Subsequent earthquakes โ€” including the 1971 San Fernando and 1994 Northridge events โ€” drove successive improvements in seismic codes, base isolation technology, and ductile detailing of reinforced concrete and steel frames. Building codes became increasingly standardized in the twentieth century, with the International Building Code (IBC) first published in 2000 providing a unified model code adopted across much of the United States. Building Information Modeling (BIM) emerged in the 2000s as a digital workflow integrating architectural, structural, and MEP design into a unified three-dimensional model, fundamentally changing coordination practices across the industry.

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Frequently Asked Questions

Torsion shear stress is the internal stress developed in a shaft or structural member when a twisting moment (torque) is applied. The maximum shear stress occurs at the outermost fiber of the cross section and is calculated using the formula tau equals T times c divided by J, where T is the applied torque, c is the distance from the neutral axis to the outermost fiber (the outer radius), and J is the polar moment of inertia. For a solid circular shaft, J equals pi times the diameter to the fourth power divided by 32. The stress varies linearly from zero at the center to maximum at the surface. Understanding torsion shear stress is critical for designing drive shafts, axles, and structural connections.
Hollow shafts offer superior strength-to-weight ratios compared to solid shafts because the material near the center of a solid shaft carries very little shear stress. For example, a hollow shaft with an inner diameter equal to 80 percent of the outer diameter retains about 59 percent of the polar moment of inertia while using only 36 percent of the material. This means it can handle 59 percent of the torque at roughly one-third the weight. In practice, hollow shafts are widely used in automotive drive shafts, aircraft structures, and bicycle frames where weight savings are critical. The trade-off is that hollow shafts are more susceptible to local buckling under extreme loads.
The shear modulus G represents a material's resistance to shear deformation and is essential for calculating the angle of twist. Common values in gigapascals include: carbon steel at 79 to 84 GPa, stainless steel at 74 to 86 GPa, aluminum alloys at 25 to 28 GPa, copper alloys at 37 to 44 GPa, titanium alloys at 41 to 45 GPa, cast iron at 32 to 41 GPa, and brass at 35 to 40 GPa. For design purposes, using 80 GPa for steel and 26 GPa for aluminum are common approximations. The shear modulus is related to the elastic modulus E and Poisson ratio nu by the relationship G equals E divided by two times the quantity one plus nu.
You may use the results for reference and educational purposes. For professional reports, academic papers, or critical decisions, we recommend verifying outputs against peer-reviewed sources or consulting a qualified expert in the relevant field.
All calculations use established mathematical formulas and are performed with high-precision arithmetic. Results are accurate to the precision shown. For critical decisions in finance, medicine, or engineering, always verify results with a qualified professional.
No. All calculations run entirely in your browser using JavaScript. No data you enter is ever transmitted to any server or stored anywhere. Your inputs remain completely private.
Educational Note: This calculator is provided for educational and informational purposes. Results are based on the formulas and inputs provided. Always verify important calculations independently. NovaCalculator processes calculator inputs client-side; optional analytics follow visitor consent settings. ยฉ 2024โ€“2026 NovaCalculator.

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Formula

tau_max = T * c / J; theta = T * L / (G * J)

Where tau_max is the maximum shear stress, T is the applied torque, c is the outer radius, J is the polar moment of inertia, theta is the angle of twist, L is the shaft length, and G is the shear modulus of the material.

Worked Examples

Example 1: Solid Steel Drive Shaft

Problem: A solid steel shaft (D = 50mm, G = 80 GPa) transmits 500 N*m of torque over 1 meter. Find max shear stress and angle of twist.

Solution: J = pi x 50^4 / 32 = 613,592 mm^4\nMax shear stress: tau = (500 x 1000 x 25) / 613,592 = 20.37 MPa\nAngle of twist: theta = (500,000 x 1000) / (80,000 x 613,592) = 0.01019 rad = 0.5836 degrees

Result: Max shear stress: 20.37 MPa | Angle of twist: 0.584 degrees over 1 meter.

Example 2: Hollow Aluminum Tube

Problem: A hollow aluminum tube (D = 80mm, d = 60mm, G = 26 GPa) carries 200 N*m over 0.5m. Find stress and twist.

Solution: J = pi x (80^4 - 60^4) / 32 = pi x (40,960,000 - 12,960,000) / 32 = 2,749,018 mm^4\nMax shear stress: tau = (200,000 x 40) / 2,749,018 = 2.91 MPa\nAngle of twist: theta = (200,000 x 500) / (26,000 x 2,749,018) = 0.001399 rad = 0.0802 degrees

Result: Max shear stress: 2.91 MPa | Angle of twist: 0.080 degrees. Well within limits.

Frequently Asked Questions

What is torsion shear stress and how is it calculated?

Torsion shear stress is the internal stress developed in a shaft or structural member when a twisting moment (torque) is applied. The maximum shear stress occurs at the outermost fiber of the cross section and is calculated using the formula tau equals T times c divided by J, where T is the applied torque, c is the distance from the neutral axis to the outermost fiber (the outer radius), and J is the polar moment of inertia. For a solid circular shaft, J equals pi times the diameter to the fourth power divided by 32. The stress varies linearly from zero at the center to maximum at the surface. Understanding torsion shear stress is critical for designing drive shafts, axles, and structural connections.

How do hollow shafts compare to solid shafts for torsion?

Hollow shafts offer superior strength-to-weight ratios compared to solid shafts because the material near the center of a solid shaft carries very little shear stress. For example, a hollow shaft with an inner diameter equal to 80 percent of the outer diameter retains about 59 percent of the polar moment of inertia while using only 36 percent of the material. This means it can handle 59 percent of the torque at roughly one-third the weight. In practice, hollow shafts are widely used in automotive drive shafts, aircraft structures, and bicycle frames where weight savings are critical. The trade-off is that hollow shafts are more susceptible to local buckling under extreme loads.

What shear modulus values should I use for common materials?

The shear modulus G represents a material's resistance to shear deformation and is essential for calculating the angle of twist. Common values in gigapascals include: carbon steel at 79 to 84 GPa, stainless steel at 74 to 86 GPa, aluminum alloys at 25 to 28 GPa, copper alloys at 37 to 44 GPa, titanium alloys at 41 to 45 GPa, cast iron at 32 to 41 GPa, and brass at 35 to 40 GPa. For design purposes, using 80 GPa for steel and 26 GPa for aluminum are common approximations. The shear modulus is related to the elastic modulus E and Poisson ratio nu by the relationship G equals E divided by two times the quantity one plus nu.

Is my data stored or sent to a server?

No. All calculations run entirely in your browser using JavaScript. No data you enter is ever transmitted to any server or stored anywhere. Your inputs remain completely private.

What inputs do I need to use Torsion Shear Stress Calculator accurately?

Each field is labelled with the required unit (metric or imperial). Gather your source values before starting โ€” for example, a weight measurement in kilograms, a distance in metres, or a dollar amount โ€” and enter them exactly as measured. The formula section on this page lists every variable and explains what each represents.

Can I use Torsion Shear Stress Calculator on a mobile device?

Yes. All calculators on NovaCalculator are fully responsive and work on smartphones, tablets, and desktops. The layout adapts automatically to your screen size.

References

Reviewed by Daniel Agrici, Founder & Lead Developer ยท Editorial policy