Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending Solution

STEP 0: Pre-Calculation Summary
Formula Used
Bending Moment about Y-Axis = (Maximum Stress-((Bending Moment about X-Axis*Distance from Point to XX Axis)/Moment of Inertia about X-Axis))*Moment of Inertia about Y-Axis/(Distance from Point to YY Axis)
My = (fMax-((Mx*y)/Ix))*Iy/(x)
This formula uses 7 Variables
Variables Used
Bending Moment about Y-Axis - (Measured in Newton Meter) - Bending Moment about Y-Axis is defined as the bending moment about principal axis YY.
Maximum Stress - (Measured in Pascal) - Maximum Stress is defined as force per unit area that the force acts upon.
Bending Moment about X-Axis - (Measured in Newton Meter) - Bending Moment about X-Axis is defined as the bending moment about principal axis XX.
Distance from Point to XX Axis - (Measured in Millimeter) - Distance from Point to XX Axis is the distance of the point to XX axis where stress is to be computed.
Moment of Inertia about X-Axis - (Measured in Kilogram Square Meter) - Moment of Inertia about X-Axis is defined as the moment of inertia of cross-section about XX.
Moment of Inertia about Y-Axis - (Measured in Kilogram Square Meter) - Moment of Inertia about Y-Axis is defined as the moment of inertia of cross-section about YY.
Distance from Point to YY Axis - (Measured in Millimeter) - Distance from Point to YY Axis is the distance from the point to the YY axis where stress is to be computed.
STEP 1: Convert Input(s) to Base Unit
Maximum Stress: 1430 Newton per Square Meter --> 1430 Pascal (Check conversion ​here)
Bending Moment about X-Axis: 239 Newton Meter --> 239 Newton Meter No Conversion Required
Distance from Point to XX Axis: 169 Millimeter --> 169 Millimeter No Conversion Required
Moment of Inertia about X-Axis: 51 Kilogram Square Meter --> 51 Kilogram Square Meter No Conversion Required
Moment of Inertia about Y-Axis: 50 Kilogram Square Meter --> 50 Kilogram Square Meter No Conversion Required
Distance from Point to YY Axis: 104 Millimeter --> 104 Millimeter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
My = (fMax-((Mx*y)/Ix))*Iy/(x) --> (1430-((239*169)/51))*50/(104)
Evaluating ... ...
My = 306.740196078431
STEP 3: Convert Result to Output's Unit
306.740196078431 Newton Meter --> No Conversion Required
FINAL ANSWER
306.740196078431 306.7402 Newton Meter <-- Bending Moment about Y-Axis
(Calculation completed in 00.020 seconds)

Credits

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Created by Kethavath Srinath
Osmania University (OU), Hyderabad
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Don Bosco College of Engineering (DBCE), Goa
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Unsymmetrical Bending Calculators

Bending Moment about Axis XX given Maximum Stress in Unsymmetrical Bending
​ LaTeX ​ Go Bending Moment about X-Axis = (Maximum Stress-((Bending Moment about Y-Axis*Distance from Point to YY Axis)/Moment of Inertia about Y-Axis))*Moment of Inertia about X-Axis/(Distance from Point to XX Axis)
Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending
​ LaTeX ​ Go Bending Moment about Y-Axis = (Maximum Stress-((Bending Moment about X-Axis*Distance from Point to XX Axis)/Moment of Inertia about X-Axis))*Moment of Inertia about Y-Axis/(Distance from Point to YY Axis)
Maximum Stress in Unsymmetrical Bending
​ LaTeX ​ Go Maximum Stress = ((Bending Moment about X-Axis*Distance from Point to XX Axis)/Moment of Inertia about X-Axis)+((Bending Moment about Y-Axis*Distance from Point to YY Axis)/Moment of Inertia about Y-Axis)
Distance from YY axis to stress point given Maximum Stress in Unsymmetrical Bending
​ LaTeX ​ Go Distance from Point to YY Axis = (Maximum Stress-((Bending Moment about X-Axis*Distance from Point to XX Axis)/Moment of Inertia about X-Axis))*Moment of Inertia about Y-Axis/Bending Moment about Y-Axis

Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending Formula

​LaTeX ​Go
Bending Moment about Y-Axis = (Maximum Stress-((Bending Moment about X-Axis*Distance from Point to XX Axis)/Moment of Inertia about X-Axis))*Moment of Inertia about Y-Axis/(Distance from Point to YY Axis)
My = (fMax-((Mx*y)/Ix))*Iy/(x)

Define Bending Moment

In solid mechanics, a bending moment is the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend. The most common or simplest structural element subjected to bending moments is the beam.

How to Calculate Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending?

Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending calculator uses Bending Moment about Y-Axis = (Maximum Stress-((Bending Moment about X-Axis*Distance from Point to XX Axis)/Moment of Inertia about X-Axis))*Moment of Inertia about Y-Axis/(Distance from Point to YY Axis) to calculate the Bending Moment about Y-Axis, The Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending is defined as the maximum moment that induces stress in a material, causing deformation, with no axis of symmetry present in the bending geometry. Bending Moment about Y-Axis is denoted by My symbol.

How to calculate Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending using this online calculator? To use this online calculator for Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending, enter Maximum Stress (fMax), Bending Moment about X-Axis (Mx), Distance from Point to XX Axis (y), Moment of Inertia about X-Axis (Ix), Moment of Inertia about Y-Axis (Iy) & Distance from Point to YY Axis (x) and hit the calculate button. Here is how the Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending calculation can be explained with given input values -> -380.03865 = (1430-((239*0.169)/51))*50/(0.104).

FAQ

What is Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending?
The Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending is defined as the maximum moment that induces stress in a material, causing deformation, with no axis of symmetry present in the bending geometry and is represented as My = (fMax-((Mx*y)/Ix))*Iy/(x) or Bending Moment about Y-Axis = (Maximum Stress-((Bending Moment about X-Axis*Distance from Point to XX Axis)/Moment of Inertia about X-Axis))*Moment of Inertia about Y-Axis/(Distance from Point to YY Axis). Maximum Stress is defined as force per unit area that the force acts upon, Bending Moment about X-Axis is defined as the bending moment about principal axis XX, Distance from Point to XX Axis is the distance of the point to XX axis where stress is to be computed, Moment of Inertia about X-Axis is defined as the moment of inertia of cross-section about XX, Moment of Inertia about Y-Axis is defined as the moment of inertia of cross-section about YY & Distance from Point to YY Axis is the distance from the point to the YY axis where stress is to be computed.
How to calculate Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending?
The Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending is defined as the maximum moment that induces stress in a material, causing deformation, with no axis of symmetry present in the bending geometry is calculated using Bending Moment about Y-Axis = (Maximum Stress-((Bending Moment about X-Axis*Distance from Point to XX Axis)/Moment of Inertia about X-Axis))*Moment of Inertia about Y-Axis/(Distance from Point to YY Axis). To calculate Bending Moment about Axis YY given Maximum Stress in Unsymmetrical Bending, you need Maximum Stress (fMax), Bending Moment about X-Axis (Mx), Distance from Point to XX Axis (y), Moment of Inertia about X-Axis (Ix), Moment of Inertia about Y-Axis (Iy) & Distance from Point to YY Axis (x). With our tool, you need to enter the respective value for Maximum Stress, Bending Moment about X-Axis, Distance from Point to XX Axis, Moment of Inertia about X-Axis, Moment of Inertia about Y-Axis & Distance from Point to YY Axis 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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