Fx Copy
LaTeX Copy
Column Cross-Sectional Area is the area of a two-dimensional shape that is obtained when a three-dimensional object is sliced perpendicular to some specified axis at a point. Check FAQs
A=PBuckling LoadIpGJ+(π2ECwL2)
A - Column Cross-Sectional Area?PBuckling Load - Buckling Load?Ip - Polar Moment of Inertia?G - Shear Modulus of Elasticity?J - Torsional Constant?E - Modulus of Elasticity?Cw - Warping Constant?L - Effective Length of Column?π - Archimedes' constant?

Cross-Sectional Area given Axial Buckling Load for Warped Section Example

With values
With units
Only example

Here is how the Cross-Sectional Area given Axial Buckling Load for Warped Section equation looks like with Values.

Here is how the Cross-Sectional Area given Axial Buckling Load for Warped Section equation looks like with Units.

Here is how the Cross-Sectional Area given Axial Buckling Load for Warped Section equation looks like.

699.9998Edit=5Edit322000Edit230Edit10Edit+(3.1416250Edit10Edit3000Edit2)
You are here -

Cross-Sectional Area given Axial Buckling Load for Warped Section Solution

Follow our step by step solution on how to calculate Cross-Sectional Area given Axial Buckling Load for Warped Section?

FIRST Step Consider the formula
A=PBuckling LoadIpGJ+(π2ECwL2)
Next Step Substitute values of Variables
A=5N322000mm⁴230MPa10+(π250MPa10kg·m²3000mm2)
Next Step Substitute values of Constants
A=5N322000mm⁴230MPa10+(3.1416250MPa10kg·m²3000mm2)
Next Step Prepare to Evaluate
A=532200023010+(3.14162501030002)
Next Step Evaluate
A=0.000699999833122671
Next Step Convert to Output's Unit
A=699.999833122671mm²
LAST Step Rounding Answer
A=699.9998mm²

Cross-Sectional Area given Axial Buckling Load for Warped Section Formula Elements

Variables
Constants
Column Cross-Sectional Area
Column Cross-Sectional Area is the area of a two-dimensional shape that is obtained when a three-dimensional object is sliced perpendicular to some specified axis at a point.
Symbol: A
Measurement: AreaUnit: mm²
Note: Value should be greater than 0.
Buckling Load
The Buckling Load is the load at which the column starts buckling. The buckling load of a given material depends on the Slenderness ratio, Area of a cross-section, and Modulus of Elasticity.
Symbol: PBuckling Load
Measurement: ForceUnit: N
Note: Value should be greater than 0.
Polar Moment of Inertia
The Polar Moment of Inertia is a measure of an object’s capacity to oppose or resist torsion when some amount of torque is applied to it on a specified axis.
Symbol: Ip
Measurement: Second Moment of AreaUnit: mm⁴
Note: Value should be greater than 0.
Shear Modulus of Elasticity
The Shear Modulus of Elasticity is the measure of the rigidity of the body, given by the ratio of shear stress to shear strain.
Symbol: G
Measurement: StressUnit: MPa
Note: Value should be greater than 0.
Torsional Constant
Torsional Constant is a geometrical property of a bar's cross-section which is involved in the relationship between the angle of twist and applied torque along the axis of the bar.
Symbol: J
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Modulus of Elasticity
The Modulus of Elasticity is the measure of the stiffness of a material. It is the slope of stress and strain diagram up to the limit of proportionality.
Symbol: E
Measurement: StressUnit: MPa
Note: Value should be greater than 0.
Warping Constant
Warping Constant is often referred to as the warping moment of inertia. It is a quantity derived from a cross-section.
Symbol: Cw
Measurement: Moment of InertiaUnit: kg·m²
Note: Value should be greater than 0.
Effective Length of Column
The Effective Length of Column can be defined as the length of an equivalent pin-ended column having the same load-carrying capacity as the member under consideration.
Symbol: L
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Archimedes' constant
Archimedes' constant is a mathematical constant that represents the ratio of the circumference of a circle to its diameter.
Symbol: π
Value: 3.14159265358979323846264338327950288

Other Formulas to find Column Cross-Sectional Area

​Go Cross-Sectional Area given Torsional Buckling Load for Pin Ended Columns
A=PBuckling LoadIpGJ

Other formulas in Elastic Flexural Buckling of Columns category

​Go Torsional Buckling Load for Pin Ended Columns
PBuckling Load=GJAIp
​Go Polar Moment of Inertia for Pin Ended Columns
Ip=GJAPBuckling Load

How to Evaluate Cross-Sectional Area given Axial Buckling Load for Warped Section?

Cross-Sectional Area given Axial Buckling Load for Warped Section evaluator uses Column Cross-Sectional Area = (Buckling Load*Polar Moment of Inertia)/(Shear Modulus of Elasticity*Torsional Constant+((pi^2*Modulus of Elasticity*Warping Constant)/Effective Length of Column^2)) to evaluate the Column Cross-Sectional Area, The Cross-Sectional Area given Axial Buckling Load for Warped Section formula is defined as the area of a two-dimensional shape obtained when a Column is sliced perpendicular to its length axis at a point. Column Cross-Sectional Area is denoted by A symbol.

How to evaluate Cross-Sectional Area given Axial Buckling Load for Warped Section using this online evaluator? To use this online evaluator for Cross-Sectional Area given Axial Buckling Load for Warped Section, enter Buckling Load (PBuckling Load), Polar Moment of Inertia (Ip), Shear Modulus of Elasticity (G), Torsional Constant (J), Modulus of Elasticity (E), Warping Constant (Cw) & Effective Length of Column (L) and hit the calculate button.

FAQs on Cross-Sectional Area given Axial Buckling Load for Warped Section

What is the formula to find Cross-Sectional Area given Axial Buckling Load for Warped Section?
The formula of Cross-Sectional Area given Axial Buckling Load for Warped Section is expressed as Column Cross-Sectional Area = (Buckling Load*Polar Moment of Inertia)/(Shear Modulus of Elasticity*Torsional Constant+((pi^2*Modulus of Elasticity*Warping Constant)/Effective Length of Column^2)). Here is an example- 7E+7 = (5*3.22E-07)/(230000000*10+((pi^2*50000000*10)/3^2)).
How to calculate Cross-Sectional Area given Axial Buckling Load for Warped Section?
With Buckling Load (PBuckling Load), Polar Moment of Inertia (Ip), Shear Modulus of Elasticity (G), Torsional Constant (J), Modulus of Elasticity (E), Warping Constant (Cw) & Effective Length of Column (L) we can find Cross-Sectional Area given Axial Buckling Load for Warped Section using the formula - Column Cross-Sectional Area = (Buckling Load*Polar Moment of Inertia)/(Shear Modulus of Elasticity*Torsional Constant+((pi^2*Modulus of Elasticity*Warping Constant)/Effective Length of Column^2)). This formula also uses Archimedes' constant .
What are the other ways to Calculate Column Cross-Sectional Area?
Here are the different ways to Calculate Column Cross-Sectional Area-
  • Column Cross-Sectional Area=(Buckling Load*Polar Moment of Inertia)/(Shear Modulus of Elasticity*Torsional Constant)OpenImg
Can the Cross-Sectional Area given Axial Buckling Load for Warped Section be negative?
No, the Cross-Sectional Area given Axial Buckling Load for Warped Section, measured in Area cannot be negative.
Which unit is used to measure Cross-Sectional Area given Axial Buckling Load for Warped Section?
Cross-Sectional Area given Axial Buckling Load for Warped Section is usually measured using the Square Millimeter[mm²] for Area. Square Meter[mm²], Square Kilometer[mm²], Square Centimeter[mm²] are the few other units in which Cross-Sectional Area given Axial Buckling Load for Warped Section can be measured.
Copied!