Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress Formula

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Tangential Stress on Oblique Plane is the total force acting in the tangential direction divided by the area of the surface. Check FAQs
σt=σmajor-σminor2sin(2θplane)
σt - Tangential Stress on Oblique Plane?σmajor - Major Principal Stress?σminor - Minor Principal Stress?θplane - Plane Angle?

Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress Example

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With units
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Here is how the Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress equation looks like with Values.

Here is how the Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress equation looks like with Units.

Here is how the Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress equation looks like.

22.0836Edit=75Edit-24Edit2sin(230Edit)
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Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress Solution

Follow our step by step solution on how to calculate Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress?

FIRST Step Consider the formula
σt=σmajor-σminor2sin(2θplane)
Next Step Substitute values of Variables
σt=75MPa-24MPa2sin(230°)
Next Step Convert Units
σt=7.5E+7Pa-2.4E+7Pa2sin(20.5236rad)
Next Step Prepare to Evaluate
σt=7.5E+7-2.4E+72sin(20.5236)
Next Step Evaluate
σt=22083647.7965007Pa
Next Step Convert to Output's Unit
σt=22.0836477965007MPa
LAST Step Rounding Answer
σt=22.0836MPa

Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress Formula Elements

Variables
Functions
Tangential Stress on Oblique Plane
Tangential Stress on Oblique Plane is the total force acting in the tangential direction divided by the area of the surface.
Symbol: σt
Measurement: StressUnit: MPa
Note: Value should be greater than 0.
Major Principal Stress
Major Principal Stress is the maximum normal stress acting on the principal plane.
Symbol: σmajor
Measurement: StressUnit: MPa
Note: Value should be greater than 0.
Minor Principal Stress
Minor Principal Stress is the minimum normal stress acting on the principal plane.
Symbol: σminor
Measurement: StressUnit: MPa
Note: Value should be greater than 0.
Plane Angle
Plane Angle is the measure of the inclination between two intersecting lines in a flat surface, usually expressed in degrees.
Symbol: θplane
Measurement: AngleUnit: °
Note: Value should be greater than 0.
sin
Sine is a trigonometric function that describes the ratio of the length of the opposite side of a right triangle to the length of the hypotenuse.
Syntax: sin(Angle)

Other formulas in Mohr's Circle when a Body is Subjected to Two Mutual Perpendicular and a Simple Shear Stress category

​Go Condition for Maximum Value of Normal Stress
θplane=atan(2τσx-σy)2
​Go Condition for Minimum Normal Stress
θplane=atan(2τσx-σy)2
​Go Maximum Value of Normal Stress
σn,max=σx+σy2+(σx-σy2)2+τ2
​Go Maximum Value of Shear Stress
τmax=(σx-σy2)2+τ2

How to Evaluate Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress?

Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress evaluator uses Tangential Stress on Oblique Plane = (Major Principal Stress-Minor Principal Stress)/2*sin(2*Plane Angle) to evaluate the Tangential Stress on Oblique Plane, The Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress formula is defined as the total force acting in the tangential direction divided by the area of the surface. Tangential Stress on Oblique Plane is denoted by σt symbol.

How to evaluate Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress using this online evaluator? To use this online evaluator for Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress, enter Major Principal Stress major), Minor Principal Stress minor) & Plane Angle plane) and hit the calculate button.

FAQs on Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress

What is the formula to find Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress?
The formula of Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress is expressed as Tangential Stress on Oblique Plane = (Major Principal Stress-Minor Principal Stress)/2*sin(2*Plane Angle). Here is an example- 2.2E-5 = (75000000-24000000)/2*sin(2*0.5235987755982).
How to calculate Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress?
With Major Principal Stress major), Minor Principal Stress minor) & Plane Angle plane) we can find Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress using the formula - Tangential Stress on Oblique Plane = (Major Principal Stress-Minor Principal Stress)/2*sin(2*Plane Angle). This formula also uses Sine function(s).
Can the Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress be negative?
No, the Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress, measured in Stress cannot be negative.
Which unit is used to measure Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress?
Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress is usually measured using the Megapascal[MPa] for Stress. Pascal[MPa], Newton per Square Meter[MPa], Newton per Square Millimeter[MPa] are the few other units in which Shear Stress on Oblique Plane given Two Mutually Perpendicular and Unequal Stress can be measured.
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