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

✖Projection of base plate beyond edge is distance between base plate beyond edges of the flange and perpendicular to the web.ⓘ Projection of Base Plate Beyond Edge [n]			+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%
✖Yield load is the load value at the point of yield; that is, where plastic deformation begins in stress strain curve.ⓘ Yield Load [F_y]			+10% -10%
✖The width is parallel to the flanges.ⓘ Width [B]			+10% -10%
✖The length of a rectangular base plate for a wide-flange column.ⓘ Length [N]			+10% -10%

✖The thickness of the base plate.ⓘ Base Plate Thickness given Projection of Base Plate beyond Flange and Perpendicular to Web [t]

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

STEP 0: Pre-Calculation Summary

Formula Used

Thickness = Projection of Base Plate Beyond Edge*sqrt(2*Factored Load/(0.9*Yield Load*Width*Length))
t = n*sqrt(2*P_u/(0.9*F_y*B*N))
This formula uses 1 Functions, 6 Variables

Functions Used

sqrt - A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number., sqrt(Number)

Variables Used

Thickness - (Measured in Millimeter) - The thickness of the base plate.
Projection of Base Plate Beyond Edge - (Measured in Millimeter) - Projection of base plate beyond edge is distance between base plate beyond edges of the flange and perpendicular 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.
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.
Width - (Measured in Millimeter) - The width is parallel to the flanges.
Length - (Measured in Millimeter) - The length of a rectangular base plate for a wide-flange column.

STEP 1: Convert Input(s) to Base Unit

Projection of Base Plate Beyond Edge: 72 Millimeter --> 72 Millimeter No Conversion Required
Factored Load: 39381 Kilonewton --> 39381 Kilonewton No Conversion Required
Yield Load: 350 Kilonewton --> 350 Kilonewton No Conversion Required
Width: 40 Millimeter --> 40 Millimeter No Conversion Required
Length: 30 Millimeter --> 30 Millimeter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

t = n*sqrt(2*P_u/(0.9*F_y*B*N)) --> 72*sqrt(2*39381/(0.9*350*40*30))

Evaluating ... ...

t = 32.8658572294801

STEP 3: Convert Result to Output's Unit

0.0328658572294801 Meter -->32.8658572294801 Millimeter (Check conversion here)

FINAL ANSWER

32.8658572294801 ≈ 32.86586 Millimeter <-- Thickness

(Calculation completed in 00.004 seconds)

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Created by Rudrani Tidke

Cummins College of Engineering for Women (CCEW), Pune

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Indian Institute of Information Technology (IIIT), Bhopal

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< Column Base Plate Design Calculators

Specified Compressive Strength of Concrete using Nominal Bearing Strength

LaTeX 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

LaTeX 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

LaTeX 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

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

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

LaTeX Go

Thickness = Projection of Base Plate Beyond Edge*sqrt(2*Factored Load/(0.9*Yield Load*Width*Length))
t = n*sqrt(2*P_u/(0.9*F_y*B*N))

How do you 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 Base Plate Thickness given Projection of Base Plate beyond Flange and Perpendicular to Web?

Base Plate Thickness given Projection of Base Plate beyond Flange and Perpendicular to Web calculator uses Thickness = Projection of Base Plate Beyond Edge*sqrt(2*Factored Load/(0.9*Yield Load*Width*Length)) to calculate the Thickness, The Base Plate Thickness given Projection of Base Plate beyond Flange and Perpendicular to Web formula is defined as thickness of a rectangular base plate for a wide-flange column. Thickness is denoted by t symbol.

How to calculate Base Plate Thickness given Projection of Base Plate beyond Flange and Perpendicular to Web using this online calculator? To use this online calculator for Base Plate Thickness given Projection of Base Plate beyond Flange and Perpendicular to Web, enter Projection of Base Plate Beyond Edge (n), Factored Load (P_u), Yield Load (F_y), Width (B) & Length (N) and hit the calculate button. Here is how the Base Plate Thickness given Projection of Base Plate beyond Flange and Perpendicular to Web calculation can be explained with given input values -> 32865.86 = 0.072*sqrt(2*39381000/(0.9*350000*0.04*0.03)).

FAQ

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

The Base Plate Thickness given Projection of Base Plate beyond Flange and Perpendicular to Web formula is defined as thickness of a rectangular base plate for a wide-flange column and is represented as t = n*sqrt(2*P_u/(0.9*F_y*B*N)) or Thickness = Projection of Base Plate Beyond Edge*sqrt(2*Factored Load/(0.9*Yield Load*Width*Length)). Projection of base plate beyond edge is distance between base plate beyond edges of the flange and perpendicular 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, Yield load is the load value at the point of yield; that is, where plastic deformation begins in stress strain curve, The width is parallel to the flanges & The length of a rectangular base plate for a wide-flange column.

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

The Base Plate Thickness given Projection of Base Plate beyond Flange and Perpendicular to Web formula is defined as thickness of a rectangular base plate for a wide-flange column is calculated using Thickness = Projection of Base Plate Beyond Edge*sqrt(2*Factored Load/(0.9*Yield Load*Width*Length)). To calculate Base Plate Thickness given Projection of Base Plate beyond Flange and Perpendicular to Web, you need Projection of Base Plate Beyond Edge (n), Factored Load (P_u), Yield Load (F_y), Width (B) & Length (N). With our tool, you need to enter the respective value for Projection of Base Plate Beyond Edge, Factored Load, Yield Load, Width & 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 Thickness?

In this formula, Thickness uses Projection of Base Plate Beyond Edge, Factored Load, Yield Load, Width & Length. We can use 1 other way(s) to calculate the same, which is/are as follows -

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

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