Load given Moment due to Eccentric 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%
✖Eccentricity of Loading is the distance between the actual line of action of loads and the line of action that would produce a uniform stress over the cross section of the specimen.ⓘ Eccentricity of Loading [e_load]			+10% -10%

✖Eccentric Load on Column is the load that causes direct stress as well as bending stress.ⓘ Load given Moment due to Eccentric Load [P]

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Load given Moment due to Eccentric Load Solution

STEP 0: Pre-Calculation Summary

Formula Used

Eccentric Load on Column = Moment due to Eccentric Load/Eccentricity of Loading
P = M/e_load
This formula uses 3 Variables

Variables Used

Eccentric Load on Column - (Measured in Newton) - Eccentric Load on Column is the load that causes direct stress as well as bending stress.
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.
Eccentricity of Loading - (Measured in Meter) - Eccentricity of Loading is the distance between the actual line of action of loads and the line of action that would produce a uniform stress over the cross section of the specimen.

STEP 1: Convert Input(s) to Base Unit

Moment due to Eccentric Load: 8.1 Newton Meter --> 8.1 Newton Meter No Conversion Required
Eccentricity of Loading: 25 Millimeter --> 0.025 Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

P = M/e_load --> 8.1/0.025

Evaluating ... ...

P = 324

STEP 3: Convert Result to Output's Unit

324 Newton -->0.324 Kilonewton (Check conversion here)

FINAL ANSWER

0.324 Kilonewton <-- Eccentric Load on 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)

Load given Moment due to Eccentric Load Formula

LaTeX Go

Eccentric Load on Column = Moment due to Eccentric Load/Eccentricity of Loading
P = M/e_load

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 Load given Moment due to Eccentric Load?

Load given Moment due to Eccentric Load calculator uses Eccentric Load on Column = Moment due to Eccentric Load/Eccentricity of Loading to calculate the Eccentric Load on Column, The Load given Moment due to Eccentric Load formula is defined as a measure of the turning force that causes bending stress in a structural element when an eccentric load is applied, resulting in a combination of direct and bending stresses that can lead to structural failure if not properly accounted for. Eccentric Load on Column is denoted by P symbol.

How to calculate Load given Moment due to Eccentric Load using this online calculator? To use this online calculator for Load given Moment due to Eccentric Load, enter Moment due to Eccentric Load (M) & Eccentricity of Loading (e_load) and hit the calculate button. Here is how the Load given Moment due to Eccentric Load calculation can be explained with given input values -> 0.000324 = 8.1/0.025.

FAQ

What is Load given Moment due to Eccentric Load?

The Load given Moment due to Eccentric Load formula is defined as a measure of the turning force that causes bending stress in a structural element when an eccentric load is applied, resulting in a combination of direct and bending stresses that can lead to structural failure if not properly accounted for and is represented as P = M/e_load or Eccentric Load on Column = Moment due to Eccentric Load/Eccentricity of Loading. Moment due to Eccentric Load is at any point of column section due to eccentric load & Eccentricity of Loading is the distance between the actual line of action of loads and the line of action that would produce a uniform stress over the cross section of the specimen.

How to calculate Load given Moment due to Eccentric Load?

The Load given Moment due to Eccentric Load formula is defined as a measure of the turning force that causes bending stress in a structural element when an eccentric load is applied, resulting in a combination of direct and bending stresses that can lead to structural failure if not properly accounted for is calculated using Eccentric Load on Column = Moment due to Eccentric Load/Eccentricity of Loading. To calculate Load given Moment due to Eccentric Load, you need Moment due to Eccentric Load (M) & Eccentricity of Loading (e_load). With our tool, you need to enter the respective value for Moment due to Eccentric Load & Eccentricity of Loading 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 Eccentric Load on Column?

In this formula, Eccentric Load on Column uses Moment due to Eccentric Load & Eccentricity of Loading. We can use 3 other way(s) to calculate the same, which is/are as follows -

Eccentric Load on Column = (Minimum Stress Value*Column Cross Sectional Area)/(1-(6*Eccentricity of Loading/Width of Column))
Eccentric Load on Column = (Maximum Stress on Column Section*Column Cross Sectional Area)/(1+(6*Eccentricity of Loading/Width of Column))
Eccentric Load on Column = (Bending Stress in Column*(Depth of Column*(Width of Column^2)))/(6*Eccentricity of Loading)

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