Shear Stress at Section Formula

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Shear stress at section is the internal force per unit area acting parallel to the cross-section of a material arises from shear forces, that act along the plane of the section. Check FAQs
𝜏=VAaboveȳIw
𝜏 - Shear Stress at Section?V - Shear Force at Section?Aabove - Area of Section above Considered Level?ȳ - Distance to CG of Area from NA?I - Moment of Inertia of Area of Section?w - Beam Width at Considered Level?

Shear Stress at Section Example

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With units
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Here is how the Shear Stress at Section equation looks like with Values.

Here is how the Shear Stress at Section equation looks like with Units.

Here is how the Shear Stress at Section equation looks like.

0.005Edit=4.9Edit1986.063Edit82Edit0.0017Edit95Edit
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Shear Stress at Section Solution

Follow our step by step solution on how to calculate Shear Stress at Section?

FIRST Step Consider the formula
𝜏=VAaboveȳIw
Next Step Substitute values of Variables
𝜏=4.9kN1986.063mm²82mm0.0017m⁴95mm
Next Step Convert Units
𝜏=4900N0.0020.082m0.0017m⁴0.095m
Next Step Prepare to Evaluate
𝜏=49000.0020.0820.00170.095
Next Step Evaluate
𝜏=5000.00071052632Pa
Next Step Convert to Output's Unit
𝜏=0.00500000071052632MPa
LAST Step Rounding Answer
𝜏=0.005MPa

Shear Stress at Section Formula Elements

Variables
Shear Stress at Section
Shear stress at section is the internal force per unit area acting parallel to the cross-section of a material arises from shear forces, that act along the plane of the section.
Symbol: 𝜏
Measurement: PressureUnit: MPa
Note: Value should be greater than 0.
Shear Force at Section
Shear force at section is the algebraic sum of all the vertical forces acting on one side of the section representing the internal force that acts parallel to the cross-section of the beam.
Symbol: V
Measurement: ForceUnit: kN
Note: Value can be positive or negative.
Area of Section above Considered Level
Area of section above considered level is the area of a section of a beam or other structural member that is above a certain reference level, used in calculations of shear stress and bending moments.
Symbol: Aabove
Measurement: AreaUnit: mm²
Note: Value should be greater than 0.
Distance to CG of Area from NA
Distance to CG of Area from NA is a distance helps in determining the distribution of stresses within a beam or any structural element.
Symbol: ȳ
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Moment of Inertia of Area of Section
Moment of inertia of area of section is a geometric property that measures how a cross-section’s area is distributed relative to an axis for predicting a beam’s resistance to bending and deflection.
Symbol: I
Measurement: Second Moment of AreaUnit: m⁴
Note: Value should be greater than 0.
Beam Width at Considered Level
Beam width at considered level is the width of a beam at a specific height or section along its length analyzed for the load distribution, shear forces, and bending moments within the beam.
Symbol: w
Measurement: LengthUnit: mm
Note: Value should be greater than 0.

Other formulas in Shear Stress at a Section category

​Go Shear Force at Section given Shear Area
V=𝜏Av
​Go Width of Beam at Considered Level
w=VAaboveȳI𝜏
​Go Moment of Inertia of Section about Neutral Axis
I=VAaboveȳ𝜏w
​Go Distance of Center of Gravity of Area (above Considered Level) from Neutral Axis
ȳ=𝜏IwVAabove

How to Evaluate Shear Stress at Section?

Shear Stress at Section evaluator uses Shear Stress at Section = (Shear Force at Section*Area of Section above Considered Level*Distance to CG of Area from NA)/(Moment of Inertia of Area of Section*Beam Width at Considered Level) to evaluate the Shear Stress at Section, The Shear stress at section formula is defined as force tending to cause deformation of a material by slippage along a plane or planes parallel to the imposed stress. Shear Stress at Section is denoted by 𝜏 symbol.

How to evaluate Shear Stress at Section using this online evaluator? To use this online evaluator for Shear Stress at Section, enter Shear Force at Section (V), Area of Section above Considered Level (Aabove), Distance to CG of Area from NA (ȳ), Moment of Inertia of Area of Section (I) & Beam Width at Considered Level (w) and hit the calculate button.

FAQs on Shear Stress at Section

What is the formula to find Shear Stress at Section?
The formula of Shear Stress at Section is expressed as Shear Stress at Section = (Shear Force at Section*Area of Section above Considered Level*Distance to CG of Area from NA)/(Moment of Inertia of Area of Section*Beam Width at Considered Level). Here is an example- 1.6E-8 = (4900*0.001986063*0.082)/(0.00168*0.095).
How to calculate Shear Stress at Section?
With Shear Force at Section (V), Area of Section above Considered Level (Aabove), Distance to CG of Area from NA (ȳ), Moment of Inertia of Area of Section (I) & Beam Width at Considered Level (w) we can find Shear Stress at Section using the formula - Shear Stress at Section = (Shear Force at Section*Area of Section above Considered Level*Distance to CG of Area from NA)/(Moment of Inertia of Area of Section*Beam Width at Considered Level).
Can the Shear Stress at Section be negative?
No, the Shear Stress at Section, measured in Pressure cannot be negative.
Which unit is used to measure Shear Stress at Section?
Shear Stress at Section is usually measured using the Megapascal[MPa] for Pressure. Pascal[MPa], Kilopascal[MPa], Bar[MPa] are the few other units in which Shear Stress at Section can be measured.
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