Section Modulus given Maximum Stress for Column with Eccentric Load Formula

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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. Check FAQs
S=Pesec(lePεcolumnI)2σmax-(PAsectional)
S - Section Modulus for Column?P - Eccentric Load on Column?e - Eccentricity of Column?le - Effective Column Length?εcolumn - Modulus of Elasticity of Column?I - Moment of Inertia?σmax - Maximum Stress at Crack Tip?Asectional - Cross-Sectional Area of Column?

Section Modulus given Maximum Stress for Column with Eccentric Load Example

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Here is how the Section Modulus given Maximum Stress for Column with Eccentric Load equation looks like with Values.

Here is how the Section Modulus given Maximum Stress for Column with Eccentric Load equation looks like with Units.

Here is how the Section Modulus given Maximum Stress for Column with Eccentric Load equation looks like.

77111.6031Edit=40Edit15000Editsec(200Edit40Edit2Edit0.0002Edit)26E-5Edit-(40Edit0.6667Edit)
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Section Modulus given Maximum Stress for Column with Eccentric Load Solution

Follow our step by step solution on how to calculate Section Modulus given Maximum Stress for Column with Eccentric Load?

FIRST Step Consider the formula
S=Pesec(lePεcolumnI)2σmax-(PAsectional)
Next Step Substitute values of Variables
S=40N15000mmsec(200mm40N2MPa0.0002kg·m²)26E-5MPa-(40N0.6667)
Next Step Convert Units
S=40N15msec(0.2m40N2E+6Pa0.0002kg·m²)260Pa-(40N0.6667)
Next Step Prepare to Evaluate
S=4015sec(0.2402E+60.0002)260-(400.6667)
Next Step Evaluate
S=77111.6031328573
LAST Step Rounding Answer
S=77111.6031

Section Modulus given Maximum Stress for Column with Eccentric Load Formula Elements

Variables
Functions
Section Modulus for Column
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.
Symbol: S
Measurement: VolumeUnit:
Note: Value should be greater than 0.
Eccentric Load on Column
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.
Symbol: P
Measurement: ForceUnit: N
Note: Value should be greater than 0.
Eccentricity of Column
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.
Symbol: e
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Effective Column Length
Effective column length, often that represents the length of a column that influences its buckling behavior.
Symbol: le
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Modulus of Elasticity of Column
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.
Symbol: εcolumn
Measurement: PressureUnit: MPa
Note: Value should be greater than 0.
Moment of Inertia
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.
Symbol: I
Measurement: Moment of InertiaUnit: kg·m²
Note: Value should be greater than 0.
Maximum Stress at Crack Tip
Maximum stress at crack tip refers to the highest stress concentration that occurs at the very tip of a crack in a material.
Symbol: σmax
Measurement: PressureUnit: MPa
Note: Value should be greater than 0.
Cross-Sectional Area of Column
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.
Symbol: Asectional
Measurement: AreaUnit:
Note: Value should be greater than 0.
sec
Secant is a trigonometric function that is defined ratio of the hypotenuse to the shorter side adjacent to an acute angle (in a right-angled triangle); the reciprocal of a cosine.
Syntax: sec(Angle)
sqrt
A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number.
Syntax: sqrt(Number)

Other formulas in Columns With Eccentric Load category

​Go Moment at Section of Column with Eccentric Load
M=P(δ+eload-δc)
​Go Eccentricity given Moment at Section of Column with Eccentric Load
e=(MP)-δ+δc

How to Evaluate Section Modulus given Maximum Stress for Column with Eccentric Load?

Section Modulus given Maximum Stress for Column with Eccentric Load evaluator uses Section Modulus for Column = ((Eccentric Load on Column*Eccentricity of Column*sec(Effective Column Length*sqrt(Eccentric Load on Column/(Modulus of Elasticity of Column*Moment of Inertia))))/2)/(Maximum Stress at Crack Tip-(Eccentric Load on Column/Cross-Sectional Area of Column)) to evaluate the Section Modulus for Column, Section Modulus given Maximum Stress for Column with Eccentric Load formula is defined as a measure of the ability of a column to resist bending due to an eccentric load, taking into account the maximum stress, load, and sectional properties of the column. Section Modulus for Column is denoted by S symbol.

How to evaluate Section Modulus given Maximum Stress for Column with Eccentric Load using this online evaluator? To use this online evaluator for Section Modulus given Maximum Stress for Column with Eccentric Load, enter Eccentric Load on Column (P), Eccentricity of Column (e), Effective Column Length (le), Modulus of Elasticity of Column column), Moment of Inertia (I), Maximum Stress at Crack Tip max) & Cross-Sectional Area of Column (Asectional) and hit the calculate button.

FAQs on Section Modulus given Maximum Stress for Column with Eccentric Load

What is the formula to find Section Modulus given Maximum Stress for Column with Eccentric Load?
The formula of Section Modulus given Maximum Stress for Column with Eccentric Load is expressed as Section Modulus for Column = ((Eccentric Load on Column*Eccentricity of Column*sec(Effective Column Length*sqrt(Eccentric Load on Column/(Modulus of Elasticity of Column*Moment of Inertia))))/2)/(Maximum Stress at Crack Tip-(Eccentric Load on Column/Cross-Sectional Area of Column)). Here is an example- 9.568227 = ((40*15*sec(0.2*sqrt(40/(2000000*0.000168))))/2)/(60-(40/0.66671)).
How to calculate Section Modulus given Maximum Stress for Column with Eccentric Load?
With Eccentric Load on Column (P), Eccentricity of Column (e), Effective Column Length (le), Modulus of Elasticity of Column column), Moment of Inertia (I), Maximum Stress at Crack Tip max) & Cross-Sectional Area of Column (Asectional) we can find Section Modulus given Maximum Stress for Column with Eccentric Load using the formula - Section Modulus for Column = ((Eccentric Load on Column*Eccentricity of Column*sec(Effective Column Length*sqrt(Eccentric Load on Column/(Modulus of Elasticity of Column*Moment of Inertia))))/2)/(Maximum Stress at Crack Tip-(Eccentric Load on Column/Cross-Sectional Area of Column)). This formula also uses Secant (sec), Square Root (sqrt) function(s).
Can the Section Modulus given Maximum Stress for Column with Eccentric Load be negative?
No, the Section Modulus given Maximum Stress for Column with Eccentric Load, measured in Volume cannot be negative.
Which unit is used to measure Section Modulus given Maximum Stress for Column with Eccentric Load?
Section Modulus given Maximum Stress for Column with Eccentric Load is usually measured using the Cubic Meter[m³] for Volume. Cubic Centimeter[m³], Cubic Millimeter[m³], Liter[m³] are the few other units in which Section Modulus given Maximum Stress for Column with Eccentric Load can be measured.
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