Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given Calculator

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✖Axial buckling Load is the compressive load at which a slender column will suddenly bend or causes the column to fail by buckling.ⓘ Axial buckling Load [P]			+10% -10%
✖The Polar moment of Inertia is a shaft or beam's resistance to being distorted by torsion, as a function of its shape. ⓘ Polar moment of Inertia [J]			+10% -10%
✖Shear Modulus of Elasticity is one of the measures of mechanical properties of solids. Other elastic moduli are Young's modulus and bulk modulus.ⓘ Shear Modulus of Elasticity [G]			+10% -10%
✖Torsion constant is a geometrical property of a cross section of bar which is involved in the relationship between angle of twist and applied torque along the axis of the bar.ⓘ Torsion constant [J]			+10% -10%
✖Young's Modulus which can also be called elastic modulus is a mechanical property of linear elastic solid substances. It describes the relationship between stress (force per unit area) and strain (proportional deformation in an object).ⓘ Young's Modulus [E]			+10% -10%
✖The Warping Constant is often referred to as the warping moment of inertia. It is a quantity derived from a cross-section.ⓘ Warping Constant [C_w]			+10% -10%
✖Length is the measurement or extent of something from end to end.ⓘ Length [l]			+10% -10%

✖Cross sectional area is the area of a two-dimensional shape that is obtained when a three dimensional shape is sliced perpendicular to some specifies axis at a point.ⓘ Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given [A]

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Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given

Rudrani Tidke

Cummins College of Engineering for Women (CCEW), Pune

Rudrani Tidke has created this Calculator and 100+ more calculators!

Mridul Sharma

Indian Institute of Information Technology (IIIT), Bhopal

Mridul Sharma has verified this Calculator and 200+ more calculators!

< 11 Other formulas that you can solve using the same Inputs

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Surface Area=2*(Length*Width+Length*Height+Width*Height) GO

Perimeter of a rectangle when diagonal and length are given

Perimeter=2*(Length+sqrt((Diagonal)^2-(Length)^2)) GO

Magnetic Flux

Magnetic Flux=Magnetic Field*Length*Breadth*cos(θ) GO

Diagonal of a Rectangle when length and area are given

Diagonal=sqrt(((Area)^2/(Length)^2)+(Length)^2) GO

Area of a Rectangle when length and diagonal are given

Area=Length*(sqrt((Diagonal)^2-(Length)^2)) GO

Diagonal of a Rectangle when length and breadth are given

Diagonal=sqrt(Length^2+Breadth^2) GO

Strain

Strain=Change In Length/Length GO

Surface Tension

Surface Tension=Force/Length GO

Perimeter of a rectangle when length and width are given

Perimeter=2*Length+2*Width GO

Volume of a Rectangular Prism

Volume=Width*Height*Length GO

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< 11 Other formulas that calculate the same Output

Cross-Sectional Area When Stress is Applied at Point y in a Curved Beam

Cross sectional area=(Bending Moment /(Stress*Radius of Centroidal Axis))*(1+(Distance of Point from Centroidal Axis/(Cross-Section Property*(Radius of Centroidal Axis+Distance of Point from Centroidal Axis)))) GO

Cross-Sectional Area when Total Unit Stress in Eccentric Loading is Given

Cross sectional area=Axial Load/(Total Unit Stress-((Axial Load*Outermost Fiber Distance*Distance_from Load Applied/Moment of Inertia about Neutral Axis))) GO

Cross-sectional area of the rod if stress induced in rod due to impact load is known

Cross sectional area=(2*Modulus Of Elasticity*Load Dropped(Impact Load)*Height through which load is dropped)/(Length of Rod*(Stress induced^2)) GO

Cross-Sectional Area when Elastic Critical Buckling Load is Given

Cross sectional area=(Critical Buckling Load*((Coefficient for Column End Conditions*Length/Radius of gyration)^2))/((pi^2)*Young's Modulus) GO

Cross-Sectional Area when Maximum Stress For Short Beams is Given

Cross sectional area=Axial Load/(Maximum stress at crack tip-(Maximum Bending Moment*Distance from the Neutral axis/Moment of Inertia)) GO

Tape Cross-Sectional Area when Temperature Corrections for Nonstandard Tension is Given

Cross sectional area=((Pull on Tape-Total Tension)*Unsupported length)/(Temperature correction*Modulus of elasticity) GO

Cross-Sectional Area when Torsional Buckling Load for Pin Ended Columns is Given

Cross sectional area=Torsional buckling load*Polar moment of Inertia/(Shear Modulus of Elasticity*Torsion constant) GO

Cross-Sectional Area when Critical Buckling Load for Pin Ended Columns is Given

Cross sectional area=Critical Buckling Load*(Slenderness Ratio^2)/((pi^2)*Young's Modulus) GO

Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given

Cross sectional area=(Rate of flow/(Coefficient of permeability*Hydraulic gradient)) GO

Total Cross-Sectional Area of Tensile Reinforcing

Cross sectional area=8*Bending moment/(7*Reinforcement Stress*Depth of the Beam) GO

Area when water flow equation is given

Cross sectional area=water flow/flow velocity GO

Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given Formula

Cross sectional area=(Axial buckling Load*Polar moment of Inertia)/(Shear Modulus of Elasticity*Torsion constant+((pi^2)*Young's Modulus*Warping Constant/(Length^2)))
A=(P*J)/(G*J+((pi^2)*E*C<sub>w/(l^2)))

More formulas

Critical Buckling Load for Pin Ended Columns GO

Slenderness Ratio of when Critical Buckling Load for Pin Ended Columns is Given GO

Cross-Sectional Area when Critical Buckling Load for Pin Ended Columns is Given GO

Elastic Critical Buckling Load GO

Cross-Sectional Area when Elastic Critical Buckling Load is Given GO

Radius of Gyration of Column when Elastic Critical Buckling Load is Given GO

Torsional Buckling Load for Pin Ended Columns GO

Cross-Sectional Area when Torsional Buckling Load for Pin Ended Columns is Given GO

Polar Moment of Inertia for Pin Ended Columns GO

Axial Buckling Load for a Warped Section GO

Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given GO

What is buckling load of a column?

Buckling can be defined as the sudden large deformation of structure due to a slight increase of an existing load under which the structure had exhibited little, if any, deformation before the load was increased.

How to Calculate Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given?

Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given calculator uses Cross sectional area=(Axial buckling Load*Polar moment of Inertia)/(Shear Modulus of Elasticity*Torsion constant+((pi^2)*Young's Modulus*Warping Constant/(Length^2))) to calculate the Cross sectional area, The Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given 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. Cross sectional area and is denoted by A symbol.

How to calculate Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given using this online calculator? To use this online calculator for Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given, enter Axial buckling Load (P), Polar moment of Inertia (J), Shear Modulus of Elasticity (G), Torsion constant (J), Young's Modulus (E), Warping Constant (C_w) and Length (l) and hit the calculate button. Here is how the Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given calculation can be explained with given input values -> 6.839E-10 = (15*50)/(100*15+((pi^2)*100000000000*10/(3^2))).

FAQ

What is Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given?

The Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given 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 and is represented as A=(P*J)/(G*J+((pi^2)*E*C_w/(l^2))) or Cross sectional area=(Axial buckling Load*Polar moment of Inertia)/(Shear Modulus of Elasticity*Torsion constant+((pi^2)*Young's Modulus*Warping Constant/(Length^2))). Axial buckling Load is the compressive load at which a slender column will suddenly bend or causes the column to fail by buckling, The Polar moment of Inertia is a shaft or beam's resistance to being distorted by torsion, as a function of its shape. , Shear Modulus of Elasticity is one of the measures of mechanical properties of solids. Other elastic moduli are Young's modulus and bulk modulus, Torsion constant is a geometrical property of a cross section of bar which is involved in the relationship between angle of twist and applied torque along the axis of the bar, Young's Modulus which can also be called elastic modulus is a mechanical property of linear elastic solid substances. It describes the relationship between stress (force per unit area) and strain (proportional deformation in an object), The Warping Constant is often referred to as the warping moment of inertia. It is a quantity derived from a cross-section and Length is the measurement or extent of something from end to end.

How to calculate Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given?

The Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given 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 is calculated using Cross sectional area=(Axial buckling Load*Polar moment of Inertia)/(Shear Modulus of Elasticity*Torsion constant+((pi^2)*Young's Modulus*Warping Constant/(Length^2))). To calculate Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given, you need Axial buckling Load (P), Polar moment of Inertia (J), Shear Modulus of Elasticity (G), Torsion constant (J), Young's Modulus (E), Warping Constant (C_w) and Length (l). With our tool, you need to enter the respective value for Axial buckling Load, Polar moment of Inertia, Shear Modulus of Elasticity, Torsion constant, Young's Modulus, Warping Constant and Length 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 Cross sectional area?

In this formula, Cross sectional area uses Axial buckling Load, Polar moment of Inertia, Shear Modulus of Elasticity, Torsion constant, Young's Modulus, Warping Constant and Length. We can use 11 other way(s) to calculate the same, which is/are as follows -

Cross sectional area=(Bending Moment /(Stress*Radius of Centroidal Axis))*(1+(Distance of Point from Centroidal Axis/(Cross-Section Property*(Radius of Centroidal Axis+Distance of Point from Centroidal Axis))))
Cross sectional area=Axial Load/(Maximum stress at crack tip-(Maximum Bending Moment*Distance from the Neutral axis/Moment of Inertia))
Cross sectional area=Axial Load/(Total Unit Stress-((Axial Load*Outermost Fiber Distance*Distance_from Load Applied/Moment of Inertia about Neutral Axis)))
Cross sectional area=Critical Buckling Load*(Slenderness Ratio^2)/((pi^2)*Young's Modulus)
Cross sectional area=(Critical Buckling Load*((Coefficient for Column End Conditions*Length/Radius of gyration)^2))/((pi^2)*Young's Modulus)
Cross sectional area=Torsional buckling load*Polar moment of Inertia/(Shear Modulus of Elasticity*Torsion constant)
Cross sectional area=8*Bending moment/(7*Reinforcement Stress*Depth of the Beam)
Cross sectional area=((Pull on Tape-Total Tension)*Unsupported length)/(Temperature correction*Modulus of elasticity)
Cross sectional area=(2*Modulus Of Elasticity*Load Dropped(Impact Load)*Height through which load is dropped)/(Length of Rod*(Stress induced^2))
Cross sectional area=water flow/flow velocity
Cross sectional area=(Rate of flow/(Coefficient of permeability*Hydraulic gradient))

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