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Crippling Load on Column by Straight-Line Formula Formula

GoCrippling Load on Column by Straight Line Formula given Slenderness Ratio Formula

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Crippling Load is the maximum load a structural member, such as a column or slender element, can carry before it experiences buckling or instability. Check FAQs

P = (σ c - (n \cdot (\frac{L eff}{r least}))) \cdot A sectional

P - Crippling Load?σ_c - Compressive Stress?n - Straight Line Formula Constant?L_eff - Effective Column Length?r_least - Least Radius of Gyration?A_sectional - Column Cross Sectional Area?

Crippling Load on Column by Straight-Line Formula Example

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Here is how the Crippling Load on Column by Straight-Line Formula equation looks like with Values.

Here is how the Crippling Load on Column by Straight-Line Formula equation looks like with Units.

Here is how the Crippling Load on Column by Straight-Line Formula equation looks like.

3.6005 = (0.0028 - (4 \cdot (\frac{3000}{47.02}))) \cdot 1.4

3.6005kN = (0.0028MPa - (4 \cdot (\frac{3000mm}{47.02mm}))) \cdot 1.4m²

3.6005 = (0.0028 - (4 \cdot (\frac{3000}{47.02}))) \cdot 1.4

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Crippling Load on Column by Straight-Line Formula Solution

Follow our step by step solution on how to calculate Crippling Load on Column by Straight-Line Formula?

FIRST Step Consider the formula

P = (σ c - (n \cdot (\frac{L eff}{r least}))) \cdot A sectional

Next Step Substitute values of Variables

∴

P = (0.0028MPa - (4 \cdot (\frac{3000mm}{47.02mm}))) \cdot 1.4m²

Next Step Convert Units

∴

P = (2827Pa - (4 \cdot (\frac{3m}{0.047m}))) \cdot 1.4m²

Next Step Prepare to Evaluate

∴

P = (2827 - (4 \cdot (\frac{3}{0.047}))) \cdot 1.4

Next Step Evaluate

∴

P = 3600.50523181625N

Next Step Convert to Output's Unit

∴

P = 3.60050523181625kN

LAST Step Rounding Answer

∴

P = 3.6005kN

Crippling Load on Column by Straight-Line Formula Formula Elements

Variables

Crippling Load

Crippling Load is the maximum load a structural member, such as a column or slender element, can carry before it experiences buckling or instability.

Symbol: P

Measurement: ForceUnit: kN

Note: Value should be greater than 0.

Formulas to find Crippling Load

Compressive Stress

Compressive Stress is the internal resistance a material generates per unit area when subjected to a compressive force, which acts to reduce the volume or shorten the material.

Symbol: σ_c

Measurement: PressureUnit: MPa

Note: Value should be greater than 0.

Formulas to find Compressive Stress

Straight Line Formula Constant

Straight Line Formula Constant is defined as the constant that depends on the material of column.

Symbol: n

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Straight Line Formula Constant

Effective Column Length

Effective Column Length 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_eff

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Effective Column Length

Least Radius of Gyration

Least Radius of Gyration is the smallest value of the radius of gyration is used for structural calculations.

Symbol: r_least

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Least Radius of Gyration

Column Cross Sectional Area

Column Cross Sectional Area is the area of a two-dimensional shape that is obtained when a three dimensional shape is sliced perpendicular to some specified axis at a point.

Symbol: A_sectional

Measurement: AreaUnit: m²

Note: Value should be greater than 0.

Formulas to find Column Cross Sectional Area

Other Formulas to find Crippling Load

Go Crippling Load on Column by Straight Line Formula given Slenderness Ratio

P = (σ c - (n \cdot (λ))) \cdot A sectional

Other formulas in Straight Line Formula category

Go Compressive Yield Stress by Straight-Line Formula for Columns and Struts

σ c = (\frac{P}{A sectional}) + (n \cdot (\frac{L eff}{r least}))

Go Cross-Sectional Area of Column by Straight-Line Formula for Columns and Struts

A sectional = \frac{P}{σ c - (n \cdot (\frac{L eff}{r least}))}

Go Constant Depending on Material of Column by Straight-Line Formula for Columns and Struts

n = \frac{σ c - (\frac{P}{A sectional})}{(\frac{L eff}{r least})}

Go Effective Length of Column by Straight Line Formula for Columns and Struts

L eff = \frac{σ c - (\frac{P}{A sectional})}{n \cdot (\frac{1}{r least})}

How to Evaluate Crippling Load on Column by Straight-Line Formula?

Crippling Load on Column by Straight-Line Formula evaluator uses Crippling Load = (Compressive Stress-(Straight Line Formula Constant*(Effective Column Length/Least Radius of Gyration)))*Column Cross Sectional Area to evaluate the Crippling Load, Crippling Load on Column by Straight-Line Formula is defined as the maximum load that a column can withstand before it gets deformed or crushed, taking into account the effective length, least radius of gyration, and sectional area of the column, which is crucial in structural engineering and building design. Crippling Load is denoted by P symbol.

How to evaluate Crippling Load on Column by Straight-Line Formula using this online evaluator? To use this online evaluator for Crippling Load on Column by Straight-Line Formula, enter Compressive Stress (σ_c), Straight Line Formula Constant (n), Effective Column Length (L_eff), Least Radius of Gyration (r_least) & Column Cross Sectional Area (A_sectional) and hit the calculate button.

FAQs on Crippling Load on Column by Straight-Line Formula

What is the formula to find Crippling Load on Column by Straight-Line Formula?

The formula of Crippling Load on Column by Straight-Line Formula is expressed as Crippling Load = (Compressive Stress-(Straight Line Formula Constant*(Effective Column Length/Least Radius of Gyration)))*Column Cross Sectional Area. Here is an example- 4.479643 = (2827-(4*(3/0.04702)))*1.4.

How to calculate Crippling Load on Column by Straight-Line Formula?

With Compressive Stress (σ_c), Straight Line Formula Constant (n), Effective Column Length (L_eff), Least Radius of Gyration (r_least) & Column Cross Sectional Area (A_sectional) we can find Crippling Load on Column by Straight-Line Formula using the formula - Crippling Load = (Compressive Stress-(Straight Line Formula Constant*(Effective Column Length/Least Radius of Gyration)))*Column Cross Sectional Area.

What are the other ways to Calculate Crippling Load?

Here are the different ways to Calculate Crippling Load-

Crippling Load=(Compressive Stress-(Straight Line Formula Constant*(Slenderness Ratio)))*Column Cross Sectional Area

Can the Crippling Load on Column by Straight-Line Formula be negative?

No, the Crippling Load on Column by Straight-Line Formula, measured in Force cannot be negative.

Which unit is used to measure Crippling Load on Column by Straight-Line Formula?

Crippling Load on Column by Straight-Line Formula is usually measured using the Kilonewton[kN] for Force. Newton[kN], Exanewton[kN], Meganewton[kN] are the few other units in which Crippling Load on Column by Straight-Line Formula can be measured.

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Crippling Load on Column by Straight-Line Formula Formula

​GoCrippling Load on Column by Straight Line Formula given Slenderness Ratio Formula

Crippling Load on Column by Straight-Line Formula Example

Crippling Load on Column by Straight-Line Formula Solution

Crippling Load on Column by Straight-Line Formula Formula Elements

Other Formulas to find Crippling Load

Other formulas in Straight Line Formula category

How to Evaluate Crippling Load on Column by Straight-Line Formula?

FAQs on Crippling Load on Column by Straight-Line Formula

Variable Name

GoCrippling Load on Column by Straight Line Formula given Slenderness Ratio Formula