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Yield Load for Projection of Base Plate beyond Flange and Parallel to Web Formula

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Yield load is the load value at the point of yield; that is, where plastic deformation begins in stress strain curve. Check FAQs

F y = m^{2} \cdot (2 \cdot \frac{P u}{0.9 \cdot N \cdot B \cdot t^{2}})

F_y - Yield Load?m - Projection of Base Plate Beyond Flange?P_u - Factored Load?N - Length?B - Width?t - Thickness?

Yield Load for Projection of Base Plate beyond Flange and Parallel to Web Example

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Here is how the Yield Load for Projection of Base Plate beyond Flange and Parallel to Web equation looks like with Values.

Here is how the Yield Load for Projection of Base Plate beyond Flange and Parallel to Web equation looks like with Units.

Here is how the Yield Load for Projection of Base Plate beyond Flange and Parallel to Web equation looks like.

376.6931 = 75^{2} \cdot (2 \cdot \frac{39381}{0.9 \cdot 30 \cdot 40 \cdot 33^{2}})

376.6931kN = {75mm}^{2} \cdot (2 \cdot \frac{39381kN}{0.9 \cdot 30mm \cdot 40mm \cdot {33mm}^{2}})

376.6931 = 75^{2} \cdot (2 \cdot \frac{39381}{0.9 \cdot 30 \cdot 40 \cdot 33^{2}})

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Yield Load for Projection of Base Plate beyond Flange and Parallel to Web Solution

Follow our step by step solution on how to calculate Yield Load for Projection of Base Plate beyond Flange and Parallel to Web?

FIRST Step Consider the formula

F y = m^{2} \cdot (2 \cdot \frac{P u}{0.9 \cdot N \cdot B \cdot t^{2}})

Next Step Substitute values of Variables

∴

F y = {75mm}^{2} \cdot (2 \cdot \frac{39381kN}{0.9 \cdot 30mm \cdot 40mm \cdot {33mm}^{2}})

Next Step Prepare to Evaluate

∴

F y = 75^{2} \cdot (2 \cdot \frac{39381}{0.9 \cdot 30 \cdot 40 \cdot 33^{2}})

Next Step Evaluate

∴

F y = 376693.067033976N

Next Step Convert to Output's Unit

∴

F y = 376.693067033976kN

LAST Step Rounding Answer

∴

F y = 376.6931kN

Yield Load for Projection of Base Plate beyond Flange and Parallel to Web Formula Elements

Variables

Yield Load

Yield load is the load value at the point of yield; that is, where plastic deformation begins in stress strain curve.

Symbol: F_y

Measurement: ForceUnit: kN

Note: Value can be positive or negative.

Formulas to find Yield Load

Projection of Base Plate Beyond Flange

Projection of base plate beyond flange is distance between base plate beyond the flange and parallel to the web.

Symbol: m

Measurement: LengthUnit: mm

Note: Value can be positive or negative.

Formulas to find Projection of Base Plate Beyond Flange

Factored Load

Factored Load is a load multiplied by a certain factor designated by codes of practice to determine the strength of a structural members.

Symbol: P_u

Measurement: ForceUnit: kN

Note: Value can be positive or negative.

Formulas to find Factored Load

Length

The length of a rectangular base plate for a wide-flange column.

Symbol: N

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Length

Width

The width is parallel to the flanges.

Symbol: B

Measurement: LengthUnit: mm

Note: Value can be positive or negative.

Formulas to find Width

Thickness

The thickness of the base plate.

Symbol: t

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Thickness

Other formulas in Column Base Plate Design category

Go Specified Compressive Strength of Concrete using Nominal Bearing Strength

f' c = (\frac{f p}{0.85}) \cdot \sqrt{\frac{A 1}{A 2}}

Go Nominal Bearing Strength of Concrete

f p = f' c \cdot 0.85 \cdot \sqrt{\frac{A 2}{A 1}}

Go Area of Base Plate given Nominal Bearing Strength

A 1 = \frac{A 2}{{(\frac{f p}{f' c \cdot 0.85})}^{2}}

Go Area of Supporting Concrete given Nominal Bearing Strength

A 2 = A 1 \cdot ({(\frac{f p}{f' c \cdot 0.85})}^{2})

How to Evaluate Yield Load for Projection of Base Plate beyond Flange and Parallel to Web?

Yield Load for Projection of Base Plate beyond Flange and Parallel to Web evaluator uses Yield Load = Projection of Base Plate Beyond Flange^2*(2*Factored Load/(0.9*Length*Width*Thickness^2)) to evaluate the Yield Load, The Yield Load for Projection of Base Plate beyond Flange and Parallel to Web formula is defined as the maximum force a base plate extension can withstand before permanent deformation when aligned with the web of a structural member. Yield Load is denoted by F_y symbol.

How to evaluate Yield Load for Projection of Base Plate beyond Flange and Parallel to Web using this online evaluator? To use this online evaluator for Yield Load for Projection of Base Plate beyond Flange and Parallel to Web, enter Projection of Base Plate Beyond Flange (m), Factored Load (P_u), Length (N), Width (B) & Thickness (t) and hit the calculate button.

FAQs on Yield Load for Projection of Base Plate beyond Flange and Parallel to Web

What is the formula to find Yield Load for Projection of Base Plate beyond Flange and Parallel to Web?

The formula of Yield Load for Projection of Base Plate beyond Flange and Parallel to Web is expressed as Yield Load = Projection of Base Plate Beyond Flange^2*(2*Factored Load/(0.9*Length*Width*Thickness^2)). Here is an example- 0.376693 = 0.075^2*(2*39381000/(0.9*0.03*0.04*0.033^2)).

How to calculate Yield Load for Projection of Base Plate beyond Flange and Parallel to Web?

With Projection of Base Plate Beyond Flange (m), Factored Load (P_u), Length (N), Width (B) & Thickness (t) we can find Yield Load for Projection of Base Plate beyond Flange and Parallel to Web using the formula - Yield Load = Projection of Base Plate Beyond Flange^2*(2*Factored Load/(0.9*Length*Width*Thickness^2)).

Can the Yield Load for Projection of Base Plate beyond Flange and Parallel to Web be negative?

Yes, the Yield Load for Projection of Base Plate beyond Flange and Parallel to Web, measured in Force can be negative.

Which unit is used to measure Yield Load for Projection of Base Plate beyond Flange and Parallel to Web?

Yield Load for Projection of Base Plate beyond Flange and Parallel to Web is usually measured using the Kilonewton[kN] for Force. Newton[kN], Exanewton[kN], Meganewton[kN] are the few other units in which Yield Load for Projection of Base Plate beyond Flange and Parallel to Web can be measured.

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Yield Load for Projection of Base Plate beyond Flange and Parallel to Web Formula

Yield Load for Projection of Base Plate beyond Flange and Parallel to Web Example

Yield Load for Projection of Base Plate beyond Flange and Parallel to Web Solution

Yield Load for Projection of Base Plate beyond Flange and Parallel to Web Formula Elements

Other formulas in Column Base Plate Design category

How to Evaluate Yield Load for Projection of Base Plate beyond Flange and Parallel to Web?

FAQs on Yield Load for Projection of Base Plate beyond Flange and Parallel to Web

Variable Name