Projection of Base Plate beyond Flange and Perpendicular to Web Calculator

✖The thickness of the base plate.ⓘ Thickness [t]			+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%

✖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 Flange and Perpendicular to Web [n]

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Projection of Base Plate beyond Flange and Perpendicular to Web Solution

STEP 0: Pre-Calculation Summary

Formula Used

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

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.
Thickness - (Measured in Millimeter) - The thickness of the base plate.
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

Thickness: 33 Millimeter --> 33 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

n = t/(sqrt(2*P_u/(0.9*F_y*B*N))) --> 33/(sqrt(2*39381/(0.9*350*40*30)))

Evaluating ... ...

n = 72.2938696961407

STEP 3: Convert Result to Output's Unit

0.0722938696961407 Meter -->72.2938696961407 Millimeter (Check conversion here)

FINAL ANSWER

72.2938696961407 ≈ 72.29387 Millimeter <-- Projection of Base Plate Beyond Edge

(Calculation completed in 00.007 seconds)

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Created by Rudrani Tidke

Cummins College of Engineering for Women (CCEW), Pune

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Don Bosco College of Engineering (DBCE), Goa

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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)

Projection of Base Plate beyond Flange and Perpendicular to Web Formula

LaTeX Go

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

What is the meaning of Projection?

projection, protrusion, protuberance, bulge mean an extension beyond the normal line or surface. projection implies a jutting out especially at a sharp angle. those projections along the wall are safety hazards protrusion suggests a thrusting out so that the extension seems a deformity.

What is Base Plate and its use?

Base plate is a plate that serves as a base or support. Column bases are used as a steel-concrete interface between steel columns and their foundations. Their main function is to transmit the structure stresses to the concrete footing surface and to link the column bottom end to the footing.

How to Calculate Projection of Base Plate beyond Flange and Perpendicular to Web?

Projection of Base Plate beyond Flange and Perpendicular to Web calculator uses Projection of Base Plate Beyond Edge = Thickness/(sqrt(2*Factored Load/(0.9*Yield Load*Width*Length))) to calculate the Projection of Base Plate Beyond Edge, The Projection of Base Plate beyond Flange and Perpendicular to Web formula is defined as the distance between the base plate beyond the edges of the flange and perpendicular to the web. Projection of Base Plate Beyond Edge is denoted by n symbol.

How to calculate Projection of Base Plate beyond Flange and Perpendicular to Web using this online calculator? To use this online calculator for Projection of Base Plate beyond Flange and Perpendicular to Web, enter Thickness (t), Factored Load (P_u), Yield Load (F_y), Width (B) & Length (N) and hit the calculate button. Here is how the Projection of Base Plate beyond Flange and Perpendicular to Web calculation can be explained with given input values -> 72293.87 = 0.033/(sqrt(2*39381000/(0.9*350000*0.04*0.03))).

FAQ

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

The Projection of Base Plate beyond Flange and Perpendicular to Web formula is defined as the distance between the base plate beyond the edges of the flange and perpendicular to the web and is represented as n = t/(sqrt(2*P_u/(0.9*F_y*B*N))) or Projection of Base Plate Beyond Edge = Thickness/(sqrt(2*Factored Load/(0.9*Yield Load*Width*Length))). The thickness of the base plate, 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 Projection of Base Plate beyond Flange and Perpendicular to Web?

The Projection of Base Plate beyond Flange and Perpendicular to Web formula is defined as the distance between the base plate beyond the edges of the flange and perpendicular to the web is calculated using Projection of Base Plate Beyond Edge = Thickness/(sqrt(2*Factored Load/(0.9*Yield Load*Width*Length))). To calculate Projection of Base Plate beyond Flange and Perpendicular to Web, you need Thickness (t), Factored Load (P_u), Yield Load (F_y), Width (B) & Length (N). With our tool, you need to enter the respective value for Thickness, 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.

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