Maximum Stress for Column with Eccentric Load Formula

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Maximum stress at crack tip refers to the highest stress concentration that occurs at the very tip of a crack in a material. Check FAQs
σmax=(PAsectional)+(Pesec(lePεcolumnI)2S)
σmax - Maximum Stress at Crack Tip?P - Eccentric Load on Column?Asectional - Cross-Sectional Area of Column?e - Eccentricity of Column?le - Effective Column Length?εcolumn - Modulus of Elasticity of Column?I - Moment of Inertia?S - Section Modulus for Column?

Maximum Stress for Column with Eccentric Load Example

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

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

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

8.3E-5Edit=(40Edit0.6667Edit)+(40Edit15000Editsec(200Edit40Edit2Edit0.0002Edit)213Edit)
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Maximum Stress for Column with Eccentric Load Solution

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

FIRST Step Consider the formula
σmax=(PAsectional)+(Pesec(lePεcolumnI)2S)
Next Step Substitute values of Variables
σmax=(40N0.6667)+(40N15000mmsec(200mm40N2MPa0.0002kg·m²)213)
Next Step Convert Units
σmax=(40N0.6667)+(40N15msec(0.2m40N2E+6Pa0.0002kg·m²)213)
Next Step Prepare to Evaluate
σmax=(400.6667)+(4015sec(0.2402E+60.0002)213)
Next Step Evaluate
σmax=83.1280776148404Pa
Next Step Convert to Output's Unit
σmax=8.31280776148403E-05MPa
LAST Step Rounding Answer
σmax=8.3E-5MPa

Maximum Stress for Column with Eccentric Load Formula Elements

Variables
Functions
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.
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.
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.
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.
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.
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 Maximum Stress for Column with Eccentric Load?

Maximum Stress for Column with Eccentric Load evaluator uses Maximum Stress at Crack Tip = (Eccentric Load on Column/Cross-Sectional Area of 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)/Section Modulus for Column) to evaluate the Maximum Stress at Crack Tip, Maximum Stress for Column with Eccentric Load formula is defined as the maximum stress experienced by a column when subjected to an eccentric load, taking into account the load's magnitude, eccentricity, and the column's properties, providing a critical value for structural analysis and design. Maximum Stress at Crack Tip is denoted by σmax symbol.

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

FAQs on Maximum Stress for Column with Eccentric Load

What is the formula to find Maximum Stress for Column with Eccentric Load?
The formula of Maximum Stress for Column with Eccentric Load is expressed as Maximum Stress at Crack Tip = (Eccentric Load on Column/Cross-Sectional Area of 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)/Section Modulus for Column). Here is an example- 5.2E-11 = (40/0.66671)+(((40*15*sec(0.2*sqrt(40/(2000000*0.000168))))/2)/13).
How to calculate Maximum Stress for Column with Eccentric Load?
With Eccentric Load on Column (P), Cross-Sectional Area of Column (Asectional), Eccentricity of Column (e), Effective Column Length (le), Modulus of Elasticity of Column column), Moment of Inertia (I) & Section Modulus for Column (S) we can find Maximum Stress for Column with Eccentric Load using the formula - Maximum Stress at Crack Tip = (Eccentric Load on Column/Cross-Sectional Area of 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)/Section Modulus for Column). This formula also uses Secant (sec), Square Root (sqrt) function(s).
Can the Maximum Stress for Column with Eccentric Load be negative?
No, the Maximum Stress for Column with Eccentric Load, measured in Pressure cannot be negative.
Which unit is used to measure Maximum Stress for Column with Eccentric Load?
Maximum Stress for Column with Eccentric Load is usually measured using the Megapascal[MPa] for Pressure. Pascal[MPa], Kilopascal[MPa], Bar[MPa] are the few other units in which Maximum Stress for Column with Eccentric Load can be measured.
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