Shear Stress Induced in Oblique Plane due to Biaxial Loading Calculator

✖The Stress along x Direction can be described as axial stress along the given direction.ⓘ Stress along x Direction [σ_x]			+10% -10%
✖The Stress along y Direction can be described as axial stress along the given direction.ⓘ Stress along y Direction [σ_y]			+10% -10%
✖The Theta is the angle subtended by a plane of a body when stress is applied.ⓘ Theta [θ]			+10% -10%
✖Shear Stress xy is the Stress acting along xy plane.ⓘ Shear Stress xy [τ_xy]			+10% -10%

✖The Shear Stress on Oblique Plane is the shear stress experienced by a body at any θ angle.ⓘ Shear Stress Induced in Oblique Plane due to Biaxial Loading [τ_θ]

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Shear Stress Induced in Oblique Plane due to Biaxial Loading Solution

STEP 0: Pre-Calculation Summary

Formula Used

Shear Stress on Oblique Plane = -(1/2*(Stress along x Direction-Stress along y Direction)*sin(2*Theta))+(Shear Stress xy*cos(2*Theta))
τ_θ = -(1/2*(σ_x-σ_y)*sin(2*θ))+(τ_xy*cos(2*θ))
This formula uses 2 Functions, 5 Variables

Functions Used

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., sin(Angle)
cos - Cosine of an angle is the ratio of the side adjacent to the angle to the hypotenuse of the triangle., cos(Angle)

Variables Used

Shear Stress on Oblique Plane - (Measured in Pascal) - The Shear Stress on Oblique Plane is the shear stress experienced by a body at any θ angle.
Stress along x Direction - (Measured in Pascal) - The Stress along x Direction can be described as axial stress along the given direction.
Stress along y Direction - (Measured in Pascal) - The Stress along y Direction can be described as axial stress along the given direction.
Theta - (Measured in Radian) - The Theta is the angle subtended by a plane of a body when stress is applied.
Shear Stress xy - (Measured in Pascal) - Shear Stress xy is the Stress acting along xy plane.

STEP 1: Convert Input(s) to Base Unit

Stress along x Direction: 45 Megapascal --> 45000000 Pascal (Check conversion here)
Stress along y Direction: 110 Megapascal --> 110000000 Pascal (Check conversion here)
Theta: 30 Degree --> 0.5235987755982 Radian (Check conversion here)
Shear Stress xy: 7.2 Megapascal --> 7200000 Pascal (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

τ_θ = -(1/2*(σ_x-σ_y)*sin(2*θ))+(τ_xy*cos(2*θ)) --> -(1/2*(45000000-110000000)*sin(2*0.5235987755982))+(7200000*cos(2*0.5235987755982))

Evaluating ... ...

τ_θ = 31745825.6229923

STEP 3: Convert Result to Output's Unit

31745825.6229923 Pascal -->31.7458256229923 Megapascal (Check conversion here)

FINAL ANSWER

31.7458256229923 ≈ 31.74583 Megapascal <-- Shear Stress on Oblique Plane

(Calculation completed in 00.004 seconds)

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< Stresses in Bi Axial Loading Calculators

Normal Stress Induced in Oblique Plane due to Biaxial Loading

LaTeX Go Normal Stress on Oblique Plane = (1/2*(Stress along x Direction+Stress along y Direction))+(1/2*(Stress along x Direction-Stress along y Direction)*(cos(2*Theta)))+(Shear Stress xy*sin(2*Theta))

Shear Stress Induced in Oblique Plane due to Biaxial Loading

LaTeX Go Shear Stress on Oblique Plane = -(1/2*(Stress along x Direction-Stress along y Direction)*sin(2*Theta))+(Shear Stress xy*cos(2*Theta))

Stress along X- Direction with known Shear Stress in Bi-Axial Loading

LaTeX Go Stress along x Direction = Stress along y Direction-((Shear Stress on Oblique Plane*2)/sin(2*Theta))

Stress along Y- Direction using Shear Stress in Bi-Axial Loading

LaTeX Go Stress along y Direction = Stress along x Direction+((Shear Stress on Oblique Plane*2)/sin(2*Theta))

Shear Stress Induced in Oblique Plane due to Biaxial Loading Formula

LaTeX Go

Shear Stress on Oblique Plane = -(1/2*(Stress along x Direction-Stress along y Direction)*sin(2*Theta))+(Shear Stress xy*cos(2*Theta))
τ_θ = -(1/2*(σ_x-σ_y)*sin(2*θ))+(τ_xy*cos(2*θ))

What is Shear Stress?

The Force acting parallel to the surface of an element induces a state of stress called shear stress. The maximum shear stress occurs at the neutral axis and is zero at both the top and bottom surface of the beam.

What is a Biaxial State of Stress?

The Two-dimensional state of stress in which only two normal stresses are present is called biaxial stress. When a body is subjected to biaxial stress, it is acted upon by direct stresses (σx) and (σy) in two mutually perpendicular planes accompanied by a simple shear stress (τxy).

How to Calculate Shear Stress Induced in Oblique Plane due to Biaxial Loading?

Shear Stress Induced in Oblique Plane due to Biaxial Loading calculator uses Shear Stress on Oblique Plane = -(1/2*(Stress along x Direction-Stress along y Direction)*sin(2*Theta))+(Shear Stress xy*cos(2*Theta)) to calculate the Shear Stress on Oblique Plane, The Shear Stress Induced in Oblique Plane due to Biaxial Loading formula is defined as calculating shear stress due to the action of a combination of direct stresses (σx) and (σy) in two mutually perpendicular planes, accompanied by simple shear stress (τxy). Shear Stress on Oblique Plane is denoted by τ_θ symbol.

How to calculate Shear Stress Induced in Oblique Plane due to Biaxial Loading using this online calculator? To use this online calculator for Shear Stress Induced in Oblique Plane due to Biaxial Loading, enter Stress along x Direction (σ_x), Stress along y Direction (σ_y), Theta (θ) & Shear Stress xy (τ_xy) and hit the calculate button. Here is how the Shear Stress Induced in Oblique Plane due to Biaxial Loading calculation can be explained with given input values -> 3.2E-5 = -(1/2*(45000000-110000000)*sin(2*0.5235987755982))+(7200000*cos(2*0.5235987755982)).

FAQ

What is Shear Stress Induced in Oblique Plane due to Biaxial Loading?

The Shear Stress Induced in Oblique Plane due to Biaxial Loading formula is defined as calculating shear stress due to the action of a combination of direct stresses (σx) and (σy) in two mutually perpendicular planes, accompanied by simple shear stress (τxy) and is represented as τ_θ = -(1/2*(σ_x-σ_y)*sin(2*θ))+(τ_xy*cos(2*θ)) or Shear Stress on Oblique Plane = -(1/2*(Stress along x Direction-Stress along y Direction)*sin(2*Theta))+(Shear Stress xy*cos(2*Theta)). The Stress along x Direction can be described as axial stress along the given direction, The Stress along y Direction can be described as axial stress along the given direction, The Theta is the angle subtended by a plane of a body when stress is applied & Shear Stress xy is the Stress acting along xy plane.

How to calculate Shear Stress Induced in Oblique Plane due to Biaxial Loading?

The Shear Stress Induced in Oblique Plane due to Biaxial Loading formula is defined as calculating shear stress due to the action of a combination of direct stresses (σx) and (σy) in two mutually perpendicular planes, accompanied by simple shear stress (τxy) is calculated using Shear Stress on Oblique Plane = -(1/2*(Stress along x Direction-Stress along y Direction)*sin(2*Theta))+(Shear Stress xy*cos(2*Theta)). To calculate Shear Stress Induced in Oblique Plane due to Biaxial Loading, you need Stress along x Direction (σ_x), Stress along y Direction (σ_y), Theta (θ) & Shear Stress xy (τ_xy). With our tool, you need to enter the respective value for Stress along x Direction, Stress along y Direction, Theta & Shear Stress xy and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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