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

✖Projection of base plate beyond flange is distance between base plate beyond the flange and parallel to the web.ⓘ Projection of Base Plate Beyond Flange [m]			+10% -10%
✖Factored Load is a load multiplied by a certain factor designated by codes of practice to determine the strength of a structural members.ⓘ Factored Load [P_u]			+10% -10%
✖The length of a rectangular base plate for a wide-flange column.ⓘ Length [N]			+10% -10%
✖The width is parallel to the flanges.ⓘ Width [B]			+10% -10%
✖The thickness of the base plate.ⓘ Thickness [t]			+10% -10%

✖Yield load is the load value at the point of yield; that is, where plastic deformation begins in stress strain curve.ⓘ Yield Load for Projection of Base Plate beyond Flange and Parallel to Web [F_y]

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Formula

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

Formula

`"F"_{"y"} = "m"^2*(2*"P"_{"u"}/(0.9*"N"*"B"*"t"^2))`

Example

`"376.6931kN"=("75mm")^2*(2*"39381kN"/(0.9*"30mm"*"40mm"*("33mm")^2))`

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

STEP 0: Pre-Calculation Summary

Formula Used

Yield Load = Projection of Base Plate Beyond Flange^2*(2*Factored Load/(0.9*Length*Width*Thickness^2))
F_y = m^2*(2*P_u/(0.9*N*B*t^2))
This formula uses 6 Variables

Variables Used

Yield Load - (Measured in Kilonewton) - Yield load is the load value at the point of yield; that is, where plastic deformation begins in stress strain curve.
Projection of Base Plate Beyond Flange - (Measured in Millimeter) - Projection of base plate beyond flange is distance between base plate beyond the flange and parallel to the web.
Factored Load - (Measured in Kilonewton) - Factored Load is a load multiplied by a certain factor designated by codes of practice to determine the strength of a structural members.
Length - (Measured in Millimeter) - The length of a rectangular base plate for a wide-flange column.
Width - (Measured in Millimeter) - The width is parallel to the flanges.
Thickness - (Measured in Millimeter) - The thickness of the base plate.

STEP 1: Convert Input(s) to Base Unit

Projection of Base Plate Beyond Flange: 75 Millimeter --> 75 Millimeter No Conversion Required
Factored Load: 39381 Kilonewton --> 39381 Kilonewton No Conversion Required
Length: 30 Millimeter --> 30 Millimeter No Conversion Required
Width: 40 Millimeter --> 40 Millimeter No Conversion Required
Thickness: 33 Millimeter --> 33 Millimeter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

F_y = m^2*(2*P_u/(0.9*N*B*t^2)) --> 75^2*(2*39381/(0.9*30*40*33^2))

Evaluating ... ...

F_y = 376.693067033976

STEP 3: Convert Result to Output's Unit

376693.067033976 Newton -->376.693067033976 Kilonewton (Check conversion here)

FINAL ANSWER

376.693067033976 ≈ 376.6931 Kilonewton <-- Yield Load

(Calculation completed in 00.020 seconds)

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Home » Engineering » Civil » Columns » Column Base Plate Design » Yield Load for Projection of Base Plate beyond Flange and Parallel to Web

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Created by Rachana B V

The National Institute of Engineering (NIE), Mysuru

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Gautam Buddha University (GBU), Greater Noida

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< 15 Column Base Plate Design Calculators

Projection of Base Plate beyond Flange and Parallel to Web

Go Projection of Base Plate Beyond Flange = Thickness/(sqrt(2*Factored Load/(0.9*Yield Load*Width*Length)))

Base Plate Thickness given Projection of Base Plate beyond Flange and Parallel to Web

Go Thickness = Projection of Base Plate Beyond Flange*sqrt(2*Factored Load/(0.9*Yield Load*Width*Length))

Projection of Base Plate beyond Flange and Perpendicular to Web

Go Projection of Base Plate Beyond Edge = Thickness/(sqrt(2*Factored Load/(0.9*Yield Load*Width*Length)))

Base Plate Thickness given Projection of Base Plate beyond Flange and Perpendicular to Web

Go Thickness = Projection of Base Plate Beyond Edge*sqrt(2*Factored Load/(0.9*Yield Load*Width*Length))

Length Rectangular Base for Projection of Base Plate beyond Flange and Parallel to Web

Go Length = Projection of Base Plate Beyond Flange^2*(2*Factored Load/(0.9*Yield Load*Width*Thickness^2))

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

Go Yield Load = Projection of Base Plate Beyond Flange^2*(2*Factored Load/(0.9*Length*Width*Thickness^2))

Length Rectangular Base for Projection of Base Plate beyond Flange and Perpendicular to Web

Go Length = Projection of Base Plate Beyond Edge^2*(2*Factored Load/(0.9*Yield Load*Width*Thickness^2))

Specified Compressive Strength of Concrete using Nominal Bearing Strength

Go Specified Compressive Strength of Concrete = (Nominal Bearing Strength/0.85)*sqrt(Area of Base Plate/Area of supporting Concrete)

Nominal Bearing Strength of Concrete

Go Nominal Bearing Strength = Specified Compressive Strength of Concrete*0.85*sqrt(Area of supporting Concrete/Area of Base Plate)

Area of Supporting Concrete given Nominal Bearing Strength

Go Area of supporting Concrete = Area of Base Plate*((Nominal Bearing Strength/(Specified Compressive Strength of Concrete*0.85))^2)

Area of Base Plate given Nominal Bearing Strength

Go Area of Base Plate = Area of supporting Concrete/((Nominal Bearing Strength/(Specified Compressive Strength of Concrete*0.85))^2)

Required Area of Base Plate for Factored Load

Go Area of Base Plate = Factored Load/(0.85*Strength Reduction Factor*Specified Compressive Strength of Concrete)

Factored Load given Base Plate Area

Go Factored Load = Area of Base Plate*0.85*Strength Reduction Factor*Specified Compressive Strength of Concrete

Length Rectangular Base for Wide-Flange Column

Go Length = Area of Base Plate/Width

Width Parallel to Flanges

Go Width = Area of Base Plate/Length

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

Yield Load = Projection of Base Plate Beyond Flange^2*(2*Factored Load/(0.9*Length*Width*Thickness^2))
F_y = m^2*(2*P_u/(0.9*N*B*t^2))

How to make a Base Plate?

The base plate should be of sufficient size, stiffness and strength to transmit the axial compressive force from the column to the foundation through the bedding material, without exceeding the local bearing resistance of the foundation.

How to Calculate 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 calculator uses Yield Load = Projection of Base Plate Beyond Flange^2*(2*Factored Load/(0.9*Length*Width*Thickness^2)) to calculate 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 calculate Yield Load for Projection of Base Plate beyond Flange and Parallel to Web using this online calculator? To use this online calculator 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. Here is how the Yield Load for Projection of Base Plate beyond Flange and Parallel to Web calculation can be explained with given input values -> 0.376693 = 0.075^2*(2*39381000/(0.9*0.03*0.04*0.033^2)).

FAQ

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

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 and is represented as F_y = m^2*(2*P_u/(0.9*N*B*t^2)) or Yield Load = Projection of Base Plate Beyond Flange^2*(2*Factored Load/(0.9*Length*Width*Thickness^2)). Projection of base plate beyond flange is distance between base plate beyond the flange and parallel to the web, Factored Load is a load multiplied by a certain factor designated by codes of practice to determine the strength of a structural members, The length of a rectangular base plate for a wide-flange column, The width is parallel to the flanges & The thickness of the base plate.

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

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 is calculated using Yield Load = Projection of Base Plate Beyond Flange^2*(2*Factored Load/(0.9*Length*Width*Thickness^2)). To calculate Yield Load for Projection of Base Plate beyond Flange and Parallel to Web, you need Projection of Base Plate Beyond Flange (m), Factored Load (P_u), Length (N), Width (B) & Thickness (t). With our tool, you need to enter the respective value for Projection of Base Plate Beyond Flange, Factored Load, Length, Width & Thickness and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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