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Moment of Inertia given Deflection at Section of Column with Eccentric Load Formula

GoMoment of Inertia given Deflection at Free End of Column with Eccentric Load Formula

GoMoment of Inertia given Maximum Stress for Column with Eccentric Load Formula

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Moment of Inertia is the measure of the resistance of a body to angular acceleration about a given axis. Check FAQs

I = (\frac{P}{ε column \cdot ({(\frac{a \cos (1 - (\frac{δ c}{a crippling + e load}))}{x})}^{2})})

I - Moment of Inertia?P - Eccentric load on column?ε_column - Modulus of elasticity of column?δ_c - Deflection of Column?a_crippling - Deflection of Free End?e_load - Eccentricity of Load?x - Distance b/w fixed end and deflection point?

Moment of Inertia given Deflection at Section of Column with Eccentric Load Example

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Here is how the Moment of Inertia given Deflection at Section of Column with Eccentric Load equation looks like with Values.

Here is how the Moment of Inertia given Deflection at Section of Column with Eccentric Load equation looks like with Units.

Here is how the Moment of Inertia given Deflection at Section of Column with Eccentric Load equation looks like.

1.2E-5 = (\frac{40}{2 \cdot ({(\frac{a \cos (1 - (\frac{12}{14 + 2.5}))}{1000})}^{2})})

1.2E-5kg·m² = (\frac{40N}{2MPa \cdot ({(\frac{a \cos (1 - (\frac{12mm}{14mm + 2.5mm}))}{1000mm})}^{2})})

1.2E-5 = (\frac{40}{2 \cdot ({(\frac{a \cos (1 - (\frac{12}{14 + 2.5}))}{1000})}^{2})})

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Moment of Inertia given Deflection at Section of Column with Eccentric Load Solution

Follow our step by step solution on how to calculate Moment of Inertia given Deflection at Section of Column with Eccentric Load?

FIRST Step Consider the formula

I = (\frac{P}{ε column \cdot ({(\frac{a \cos (1 - (\frac{δ c}{a crippling + e load}))}{x})}^{2})})

Next Step Substitute values of Variables

∴

I = (\frac{40N}{2MPa \cdot ({(\frac{a \cos (1 - (\frac{12mm}{14mm + 2.5mm}))}{1000mm})}^{2})})

Next Step Convert Units

∴

I = (\frac{40N}{2E+6Pa \cdot ({(\frac{a \cos (1 - (\frac{0.012m}{0.014m + 0.0025m}))}{1m})}^{2})})

Next Step Prepare to Evaluate

∴

I = (\frac{40}{2E+6 \cdot ({(\frac{a \cos (1 - (\frac{0.012}{0.014 + 0.0025}))}{1})}^{2})})

Next Step Evaluate

∴

I = 1.19338100921898E-05kg·m²

LAST Step Rounding Answer

∴

I = 1.2E-5kg·m²

Moment of Inertia given Deflection at Section of Column with Eccentric Load Formula Elements

Variables

Functions

Moment of Inertia

Moment of Inertia is the measure of the resistance of a body to angular acceleration about a given axis.

Symbol: I

Measurement: Moment of InertiaUnit: kg·m²

Note: Value should be greater than 0.

Formulas to find Moment of Inertia

Eccentric load on column

Eccentric load on column is the load that causes direct stress as well as bending stress.

Symbol: P

Measurement: ForceUnit: N

Note: Value should be greater than 0.

Formulas to find Eccentric load on column

Modulus of elasticity of column

Modulus of elasticity of column is a quantity that measures an object or substance's resistance to being deformed elastically when stress is applied to it.

Symbol: ε_column

Measurement: PressureUnit: MPa

Note: Value should be greater than 0.

Formulas to find Modulus of elasticity of column

Deflection of Column

Deflection of column refers to the degree to which a column bends or displaces under the influence of external forces such as weight, wind, or seismic activity.

Symbol: δ_c

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Deflection of Column

Deflection of Free End

Deflection of Free End is the deflection caused due to crippling load at the free end.

Symbol: a_crippling

Measurement: LengthUnit: mm

Note: Value can be positive or negative.

Formulas to find Deflection of Free End

Eccentricity of Load

Eccentricity of Load is the distance from the center of gravity of the column section to the center of gravity of the applied load.

Symbol: e_load

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Eccentricity of Load

Distance b/w fixed end and deflection point

Distance b/w fixed end and deflection point is the distance x between the point of deflection at section and fixed point.

Symbol: x

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Distance b/w fixed end and deflection point

cos

Cosine of an angle is the ratio of the side adjacent to the angle to the hypotenuse of the triangle.

Syntax: cos(Angle)

acos

The inverse cosine function, is the inverse function of the cosine function. It is the function that takes a ratio as an input and returns the angle whose cosine is equal to that ratio.

Syntax: acos(Number)

Other Formulas to find Moment of Inertia

Go Moment of Inertia given Deflection at Free End of Column with Eccentric Load

I = \frac{P}{ε column \cdot ({(\frac{a r c \sec ((\frac{a crippling}{e load}) + 1)}{L})}^{2})}

Go Moment of Inertia given Maximum Stress for Column with Eccentric Load

I = \frac{{(a \frac{sech (\frac{(σ max - (\frac{P}{A sectional})) \cdot S}{P \cdot e})}{L e})}^{2}}{\frac{P}{ε column}}

Other formulas in Columns With Eccentric Load category

Go Moment at Section of Column with Eccentric Load

M = P \cdot (a crippling + e load - δ c)

Go Eccentricity given Moment at Section of Column with Eccentric Load

e = (\frac{M}{P}) - a crippling + δ c

How to Evaluate Moment of Inertia given Deflection at Section of Column with Eccentric Load?

Moment of Inertia given Deflection at Section of Column with Eccentric Load evaluator uses Moment of Inertia = (Eccentric load on column/(Modulus of elasticity of column*(((acos(1-(Deflection of Column/(Deflection of Free End+Eccentricity of Load))))/Distance b/w fixed end and deflection point)^2))) to evaluate the Moment of Inertia, Moment of Inertia given Deflection at Section of Column with Eccentric Load formula is defined as a measure of the resistance of a cross-section to bending, which is essential in determining the stability of a column subjected to an eccentric load, where the load is not applied centrally to the column. Moment of Inertia is denoted by I symbol.

How to evaluate Moment of Inertia given Deflection at Section of Column with Eccentric Load using this online evaluator? To use this online evaluator for Moment of Inertia given Deflection at Section of Column with Eccentric Load, enter Eccentric load on column (P), Modulus of elasticity of column (ε_column), Deflection of Column (δ_c), Deflection of Free End (a_crippling), Eccentricity of Load (e_load) & Distance b/w fixed end and deflection point (x) and hit the calculate button.

FAQs on Moment of Inertia given Deflection at Section of Column with Eccentric Load

What is the formula to find Moment of Inertia given Deflection at Section of Column with Eccentric Load?

The formula of Moment of Inertia given Deflection at Section of Column with Eccentric Load is expressed as Moment of Inertia = (Eccentric load on column/(Modulus of elasticity of column*(((acos(1-(Deflection of Column/(Deflection of Free End+Eccentricity of Load))))/Distance b/w fixed end and deflection point)^2))). Here is an example- 1.2E-5 = (40/(2000000*(((acos(1-(0.012/(0.014+0.0025))))/1)^2))).

How to calculate Moment of Inertia given Deflection at Section of Column with Eccentric Load?

With Eccentric load on column (P), Modulus of elasticity of column (ε_column), Deflection of Column (δ_c), Deflection of Free End (a_crippling), Eccentricity of Load (e_load) & Distance b/w fixed end and deflection point (x) we can find Moment of Inertia given Deflection at Section of Column with Eccentric Load using the formula - Moment of Inertia = (Eccentric load on column/(Modulus of elasticity of column*(((acos(1-(Deflection of Column/(Deflection of Free End+Eccentricity of Load))))/Distance b/w fixed end and deflection point)^2))). This formula also uses Cosine, Inverse Cosine function(s).

What are the other ways to Calculate Moment of Inertia?

Here are the different ways to Calculate Moment of Inertia-

Moment of Inertia=Eccentric load on column/(Modulus of elasticity of column*(((arcsec((Deflection of Free End/Eccentricity of Load)+1))/Column Length)^2))
Moment of Inertia=((asech(((Maximum Stress at Crack Tip-(Eccentric load on column/Cross-Sectional Area of Column))*Section Modulus for Column)/(Eccentric load on column*Eccentricity))/(Effective Column Length))^2)/(Eccentric load on column/(Modulus of elasticity of column))

Can the Moment of Inertia given Deflection at Section of Column with Eccentric Load be negative?

No, the Moment of Inertia given Deflection at Section of Column with Eccentric Load, measured in Moment of Inertia cannot be negative.

Which unit is used to measure Moment of Inertia given Deflection at Section of Column with Eccentric Load?

Moment of Inertia given Deflection at Section of Column with Eccentric Load is usually measured using the Kilogram Square Meter[kg·m²] for Moment of Inertia. Kilogram Square Centimeter[kg·m²], Kilogram Square Millimeter[kg·m²], Gram Square Centimeter[kg·m²] are the few other units in which Moment of Inertia given Deflection at Section of Column with Eccentric Load can be measured.

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Moment of Inertia given Deflection at Section of Column with Eccentric Load Formula

​GoMoment of Inertia given Deflection at Free End of Column with Eccentric Load Formula

​GoMoment of Inertia given Maximum Stress for Column with Eccentric Load Formula

Moment of Inertia given Deflection at Section of Column with Eccentric Load Example

Moment of Inertia given Deflection at Section of Column with Eccentric Load Solution

Moment of Inertia given Deflection at Section of Column with Eccentric Load Formula Elements

Other Formulas to find Moment of Inertia

Other formulas in Columns With Eccentric Load category

How to Evaluate Moment of Inertia given Deflection at Section of Column with Eccentric Load?

FAQs on Moment of Inertia given Deflection at Section of Column with Eccentric Load

Variable Name

GoMoment of Inertia given Deflection at Free End of Column with Eccentric Load Formula

GoMoment of Inertia given Maximum Stress for Column with Eccentric Load Formula