Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike 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 for Two Perpendicular Unequal and Unlike Stress Example

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Here is how the Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike Stress equation looks like with Values.

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

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

42.8683Edit=75Edit+24Edit2sin(230Edit)
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Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike Stress Solution

Follow our step by step solution on how to calculate Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike 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=42868257.4873248Pa
Next Step Convert to Output's Unit
σt=42.8682574873248MPa
LAST Step Rounding Answer
σt=42.8683MPa

Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike 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 Stress which are Unequal and Unlike category

​Go Normal Stress on Oblique Plane for Two Perpendicular Unequal and Unlike Stress
σθ=σmajor-σminor2+σmajor+σminor2cos(2θplane)
​Go Radius of Mohr's Circle for Unequal and Unlike Mutually Perpendicular Stresses
R=σmajor+σminor2

How to Evaluate Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike Stress?

Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike 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 for Two Perpendicular Unequal and Unlike Stress formula is defined as the ratio of total shear place acting on the plane divided by the cross-sectional area. Tangential Stress on Oblique Plane is denoted by σt symbol.

How to evaluate Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike Stress using this online evaluator? To use this online evaluator for Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike 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 for Two Perpendicular Unequal and Unlike Stress

What is the formula to find Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike Stress?
The formula of Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike Stress is expressed as Tangential Stress on Oblique Plane = (Major Principal Stress+Minor Principal Stress)/2*sin(2*Plane Angle). Here is an example- 4.3E-5 = (75000000+24000000)/2*sin(2*0.5235987755982).
How to calculate Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike Stress?
With Major Principal Stress major), Minor Principal Stress minor) & Plane Angle plane) we can find Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike 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 (sin) function(s).
Can the Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike Stress be negative?
No, the Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike Stress, measured in Stress cannot be negative.
Which unit is used to measure Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike Stress?
Shear Stress on Oblique Plane for Two Perpendicular Unequal and Unlike 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 for Two Perpendicular Unequal and Unlike Stress can be measured.
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