Modulus of Elasticity given Maximum Stress for Column with Eccentric Load Calculator

✖Maximum stress at crack tip refers to the highest stress concentration that occurs at the very tip of a crack in a material.ⓘ Maximum Stress at Crack Tip [σ_max]			+10% -10%
✖Eccentric load on column refers to a load that is applied at a point away from the centroidal axis of the column’s cross-section where loading introduces both axial stress and bending stress.ⓘ Eccentric Load on Column [P]			+10% -10%
✖Cross-sectional area of column is the area of the shape we get when we cut through the column perpendicular to its length, helps in determining the column’s ability to bear loads and resist stresses.ⓘ Cross-Sectional Area of Column [A_sectional]			+10% -10%
✖Section modulus for column is a geometric property of a cross-section that measures the ability of a section to resist bending and is crucial for determining the bending stress in structural elements.ⓘ Section Modulus for Column [S]			+10% -10%
✖Eccentricity of column refers to the distance between the line of action of the applied load and the centroidal axis of the column’s cross-section.ⓘ Eccentricity of Column [e]			+10% -10%
✖Effective column length, often that represents the length of a column that influences its buckling behavior.ⓘ Effective Column Length [l_e]			+10% -10%
✖Moment of inertia also known as the rotational inertia or angular mass, is a measure of an object’s resistance to changes in its rotational motion around a specific axis.ⓘ Moment of Inertia [I]			+10% -10%

✖Modulus of elasticity of column is a measure of a material’s stiffness or rigidity, is defined as the ratio of longitudinal stress to longitudinal strain within the elastic limit of a material.ⓘ Modulus of Elasticity given Maximum Stress for Column with Eccentric Load [ε_column]

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Modulus of Elasticity given Maximum Stress for Column with Eccentric Load Solution

STEP 0: Pre-Calculation Summary

Formula Used

Modulus of Elasticity of Column = ((asech(((Maximum Stress at Crack Tip-(Eccentric Load on Column/Cross-Sectional Area of Column))*Section Modulus for Column)/(Eccentric Load on Column*Eccentricity of Column))/(Effective Column Length))^2)/(Eccentric Load on Column/(Moment of Inertia))
ε_column = ((asech(((σ_max-(P/A_sectional))*S)/(P*e))/(l_e))^2)/(P/(I))
This formula uses 2 Functions, 8 Variables

Functions Used

sech - The hyperbolic secant function is a hyperbolic function that is the reciprocal of the hyperbolic cosine function., sech(Number)
asech - The hyperbolic secant function is defined as sech(x) = 1/cosh(x), where cosh(x) is the hyperbolic cosine function., asech(Number)

Variables Used

Modulus of Elasticity of Column - (Measured in Pascal) - Modulus of elasticity of column is a measure of a material’s stiffness or rigidity, is defined as the ratio of longitudinal stress to longitudinal strain within the elastic limit of a material.
Maximum Stress at Crack Tip - (Measured in Pascal) - Maximum stress at crack tip refers to the highest stress concentration that occurs at the very tip of a crack in a material.
Eccentric Load on Column - (Measured in Newton) - Eccentric load on column refers to a load that is applied at a point away from the centroidal axis of the column’s cross-section where loading introduces both axial stress and bending stress.
Cross-Sectional Area of Column - (Measured in Square Meter) - Cross-sectional area of column is the area of the shape we get when we cut through the column perpendicular to its length, helps in determining the column’s ability to bear loads and resist stresses.
Section Modulus for Column - (Measured in Cubic Meter) - Section modulus for column is a geometric property of a cross-section that measures the ability of a section to resist bending and is crucial for determining the bending stress in structural elements.
Eccentricity of Column - (Measured in Meter) - Eccentricity of column refers to the distance between the line of action of the applied load and the centroidal axis of the column’s cross-section.
Effective Column Length - (Measured in Meter) - Effective column length, often that represents the length of a column that influences its buckling behavior.
Moment of Inertia - (Measured in Kilogram Square Meter) - Moment of inertia also known as the rotational inertia or angular mass, is a measure of an object’s resistance to changes in its rotational motion around a specific axis.

STEP 1: Convert Input(s) to Base Unit

Maximum Stress at Crack Tip: 6E-05 Megapascal --> 60 Pascal (Check conversion here)
Eccentric Load on Column: 40 Newton --> 40 Newton No Conversion Required
Cross-Sectional Area of Column: 0.66671 Square Meter --> 0.66671 Square Meter No Conversion Required
Section Modulus for Column: 13 Cubic Meter --> 13 Cubic Meter No Conversion Required
Eccentricity of Column: 15000 Millimeter --> 15 Meter (Check conversion here)
Effective Column Length: 200 Millimeter --> 0.2 Meter (Check conversion here)
Moment of Inertia: 0.000168 Kilogram Square Meter --> 0.000168 Kilogram Square Meter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

ε_column = ((asech(((σ_max-(P/A_sectional))*S)/(P*e))/(l_e))^2)/(P/(I)) --> ((asech(((60-(40/0.66671))*13)/(40*15))/(0.2))^2)/(40/(0.000168))

Evaluating ... ...

ε_column = 0.0106516834051866

STEP 3: Convert Result to Output's Unit

0.0106516834051866 Pascal -->1.06516834051866E-08 Megapascal (Check conversion here)

FINAL ANSWER

1.06516834051866E-08 ≈ 1.1E-8 Megapascal <-- Modulus of Elasticity of Column

(Calculation completed in 00.004 seconds)

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< Columns With Eccentric Load Calculators

Modulus of Elasticity given Deflection at Section of Column with Eccentric Load

LaTeX Go Modulus of Elasticity of Column = (Eccentric Load on Column/(Moment of Inertia*(((acos(1-(Deflection of Column/(Deflection of Free End+Eccentricity of Load))))/Distance b/w Fixed End and Deflection Point)^2)))

Eccentric Load given Deflection at Section of Column with Eccentric Load

LaTeX Go Eccentric Load on Column = (((acos(1-(Deflection of Column/(Deflection of Free End+Eccentricity of Load))))/Distance b/w Fixed End and Deflection Point)^2)*(Modulus of Elasticity of Column*Moment of Inertia)

Eccentricity given Moment at Section of Column with Eccentric Load

LaTeX Go Eccentricity of Column = (Moment of Force/Eccentric Load on Column)-Deflection of Free End+Deflection of Column

Moment at Section of Column with Eccentric Load

LaTeX Go Moment of Force = Eccentric Load on Column*(Deflection of Free End+Eccentricity of Load-Deflection of Column)

Modulus of Elasticity given Maximum Stress for Column with Eccentric Load Formula

LaTeX Go

What is buckling or crippling load?

Buckling Load is the highest load at which the column will buckle. Crippling load is the max load beyond that load, it cant use further it becomes disable to use.

How to Calculate Modulus of Elasticity given Maximum Stress for Column with Eccentric Load?

Modulus of Elasticity given Maximum Stress for Column with Eccentric Load calculator uses Modulus of Elasticity of Column = ((asech(((Maximum Stress at Crack Tip-(Eccentric Load on Column/Cross-Sectional Area of Column))*Section Modulus for Column)/(Eccentric Load on Column*Eccentricity of Column))/(Effective Column Length))^2)/(Eccentric Load on Column/(Moment of Inertia)) to calculate the Modulus of Elasticity of Column, Modulus of Elasticity given Maximum Stress for Column with Eccentric Load formula is defined as a measure of the ratio of stress and strain within the proportional limit of a column subjected to eccentric loading, providing a critical value for structural integrity and stability analysis. Modulus of Elasticity of Column is denoted by ε_column symbol.

How to calculate Modulus of Elasticity given Maximum Stress for Column with Eccentric Load using this online calculator? To use this online calculator for Modulus of Elasticity given Maximum Stress for Column with Eccentric Load, enter Maximum Stress at Crack Tip (σ_max), Eccentric Load on Column (P), Cross-Sectional Area of Column (A_sectional), Section Modulus for Column (S), Eccentricity of Column (e), Effective Column Length (l_e) & Moment of Inertia (I) and hit the calculate button. Here is how the Modulus of Elasticity given Maximum Stress for Column with Eccentric Load calculation can be explained with given input values -> 9.2E-17 = ((asech(((60-(40/0.66671))*13)/(40*15))/(0.2))^2)/(40/(0.000168)).

FAQ

What is Modulus of Elasticity given Maximum Stress for Column with Eccentric Load?

Modulus of Elasticity given Maximum Stress for Column with Eccentric Load formula is defined as a measure of the ratio of stress and strain within the proportional limit of a column subjected to eccentric loading, providing a critical value for structural integrity and stability analysis and is represented as ε_column = ((asech(((σ_max-(P/A_sectional))*S)/(P*e))/(l_e))^2)/(P/(I)) or Modulus of Elasticity of Column = ((asech(((Maximum Stress at Crack Tip-(Eccentric Load on Column/Cross-Sectional Area of Column))*Section Modulus for Column)/(Eccentric Load on Column*Eccentricity of Column))/(Effective Column Length))^2)/(Eccentric Load on Column/(Moment of Inertia)). Maximum stress at crack tip refers to the highest stress concentration that occurs at the very tip of a crack in a material, Eccentric load on column refers to a load that is applied at a point away from the centroidal axis of the column’s cross-section where loading introduces both axial stress and bending stress, Cross-sectional area of column is the area of the shape we get when we cut through the column perpendicular to its length, helps in determining the column’s ability to bear loads and resist stresses, Section modulus for column is a geometric property of a cross-section that measures the ability of a section to resist bending and is crucial for determining the bending stress in structural elements, Eccentricity of column refers to the distance between the line of action of the applied load and the centroidal axis of the column’s cross-section, Effective column length, often that represents the length of a column that influences its buckling behavior & Moment of inertia also known as the rotational inertia or angular mass, is a measure of an object’s resistance to changes in its rotational motion around a specific axis.

How to calculate Modulus of Elasticity given Maximum Stress for Column with Eccentric Load?

Modulus of Elasticity given Maximum Stress for Column with Eccentric Load formula is defined as a measure of the ratio of stress and strain within the proportional limit of a column subjected to eccentric loading, providing a critical value for structural integrity and stability analysis is calculated using Modulus of Elasticity of Column = ((asech(((Maximum Stress at Crack Tip-(Eccentric Load on Column/Cross-Sectional Area of Column))*Section Modulus for Column)/(Eccentric Load on Column*Eccentricity of Column))/(Effective Column Length))^2)/(Eccentric Load on Column/(Moment of Inertia)). To calculate Modulus of Elasticity given Maximum Stress for Column with Eccentric Load, you need Maximum Stress at Crack Tip (σ_max), Eccentric Load on Column (P), Cross-Sectional Area of Column (A_sectional), Section Modulus for Column (S), Eccentricity of Column (e), Effective Column Length (l_e) & Moment of Inertia (I). With our tool, you need to enter the respective value for Maximum Stress at Crack Tip, Eccentric Load on Column, Cross-Sectional Area of Column, Section Modulus for Column, Eccentricity of Column, Effective Column Length & Moment of Inertia 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 Modulus of Elasticity of Column?

In this formula, Modulus of Elasticity of Column uses Maximum Stress at Crack Tip, Eccentric Load on Column, Cross-Sectional Area of Column, Section Modulus for Column, Eccentricity of Column, Effective Column Length & Moment of Inertia. We can use 2 other way(s) to calculate the same, which is/are as follows -

Modulus of Elasticity of Column = (Eccentric Load on Column/(Moment of Inertia*(((acos(1-(Deflection of Column/(Deflection of Free End+Eccentricity of Load))))/Distance b/w Fixed End and Deflection Point)^2)))
Modulus of Elasticity of Column = Eccentric Load on Column/(Moment of Inertia*(((arcsec((Deflection of Free End/Eccentricity of Load)+1))/Column Length)^2))

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