Bending Stress given Moment due to Load Calculator

✖Moment due to Eccentric Load is at any point of column section due to eccentric load.ⓘ Moment due to Eccentric Load [M]			+10% -10%
✖Depth of Column is the distance from the top or surface to the bottom of something.ⓘ Depth of Column [h]			+10% -10%
✖Width of Column is describe that how wide the column is.ⓘ Width of Column [b]			+10% -10%

✖Bending Stress in Column is the normal stress that is induced at a point in a body subjected to loads that cause it to bend.ⓘ Bending Stress given Moment due to Load [σ_b]

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Bending Stress given Moment due to Load Solution

STEP 0: Pre-Calculation Summary

Formula Used

Bending Stress in Column = (6*Moment due to Eccentric Load)/(Depth of Column*Width of Column^2)
σ_b = (6*M)/(h*b^2)
This formula uses 4 Variables

Variables Used

Bending Stress in Column - (Measured in Pascal) - Bending Stress in Column is the normal stress that is induced at a point in a body subjected to loads that cause it to bend.
Moment due to Eccentric Load - (Measured in Newton Meter) - Moment due to Eccentric Load is at any point of column section due to eccentric load.
Depth of Column - (Measured in Meter) - Depth of Column is the distance from the top or surface to the bottom of something.
Width of Column - (Measured in Meter) - Width of Column is describe that how wide the column is.

STEP 1: Convert Input(s) to Base Unit

Moment due to Eccentric Load: 8.1 Newton Meter --> 8.1 Newton Meter No Conversion Required
Depth of Column: 3000 Millimeter --> 3 Meter (Check conversion here)
Width of Column: 600 Millimeter --> 0.6 Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

σ_b = (6*M)/(h*b^2) --> (6*8.1)/(3*0.6^2)

Evaluating ... ...

σ_b = 45

STEP 3: Convert Result to Output's Unit

45 Pascal -->4.5E-05 Megapascal (Check conversion here)

FINAL ANSWER

4.5E-05 ≈ 4.5E-5 Megapascal <-- Bending Stress in Column

(Calculation completed in 00.004 seconds)

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National Institute Of Technology (NIT), Hamirpur

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< Rectangular Section Is Subjected to Eccentric Load Calculators

Minimum Stress using Eccentric Load and Eccentricity

LaTeX Go Minimum Stress Value = (Eccentric Load on Column*(1-(6*Eccentricity of Loading/Width of Column)))/(Column Cross Sectional Area)

Eccentric Load using Minimum Stress

LaTeX Go Eccentric Load on Column = (Minimum Stress Value*Column Cross Sectional Area)/(1-(6*Eccentricity of Loading/Width of Column))

Eccentricity using Minimum Stress

LaTeX Go Eccentricity of Loading = (1-(Minimum Stress Value*Column Cross Sectional Area/Eccentric Load on Column))*(Width of Column/6)

Minimum Stress

LaTeX Go Minimum Stress Value = (Direct Stress-Bending Stress in Column)

Bending Stress given Moment due to Load Formula

LaTeX Go

Bending Stress in Column = (6*Moment due to Eccentric Load)/(Depth of Column*Width of Column^2)
σ_b = (6*M)/(h*b^2)

What type of Stress is Developed due to Bending?

In torsion of a circular shaft, the action was all shear; contiguous cross sections sheared over one another in their rotation about the axis of the shaft. Here, the major stresses induced due to bending are normal stresses of tension and compression.

How to Calculate Bending Stress given Moment due to Load?

Bending Stress given Moment due to Load calculator uses Bending Stress in Column = (6*Moment due to Eccentric Load)/(Depth of Column*Width of Column^2) to calculate the Bending Stress in Column, The Bending Stress given Moment due to Load formula is defined as a measure of the stress that occurs in a beam when an external load is applied, causing the beam to bend, and is a critical parameter in the design of beams and other structural elements to ensure their safety and integrity. Bending Stress in Column is denoted by σ_b symbol.

How to calculate Bending Stress given Moment due to Load using this online calculator? To use this online calculator for Bending Stress given Moment due to Load, enter Moment due to Eccentric Load (M), Depth of Column (h) & Width of Column (b) and hit the calculate button. Here is how the Bending Stress given Moment due to Load calculation can be explained with given input values -> 4.5E-11 = (6*8.1)/(3*0.6^2).

FAQ

What is Bending Stress given Moment due to Load?

The Bending Stress given Moment due to Load formula is defined as a measure of the stress that occurs in a beam when an external load is applied, causing the beam to bend, and is a critical parameter in the design of beams and other structural elements to ensure their safety and integrity and is represented as σ_b = (6*M)/(h*b^2) or Bending Stress in Column = (6*Moment due to Eccentric Load)/(Depth of Column*Width of Column^2). Moment due to Eccentric Load is at any point of column section due to eccentric load, Depth of Column is the distance from the top or surface to the bottom of something & Width of Column is describe that how wide the column is.

How to calculate Bending Stress given Moment due to Load?

The Bending Stress given Moment due to Load formula is defined as a measure of the stress that occurs in a beam when an external load is applied, causing the beam to bend, and is a critical parameter in the design of beams and other structural elements to ensure their safety and integrity is calculated using Bending Stress in Column = (6*Moment due to Eccentric Load)/(Depth of Column*Width of Column^2). To calculate Bending Stress given Moment due to Load, you need Moment due to Eccentric Load (M), Depth of Column (h) & Width of Column (b). With our tool, you need to enter the respective value for Moment due to Eccentric Load, Depth of Column & Width of Column and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

How many ways are there to calculate Bending Stress in Column?

In this formula, Bending Stress in Column uses Moment due to Eccentric Load, Depth of Column & Width of Column. We can use 1 other way(s) to calculate the same, which is/are as follows -

Bending Stress in Column = (6*Eccentric Load on Column*Eccentricity of Loading)/(Depth of Column*(Width of Column^2))

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