Web Depth Clear of fillets Solution

STEP 0: Pre-Calculation Summary
Formula Used
Web Depth = Depth of Section-2*Distance from Flange to Web Fillet
dc = D-2*k
This formula uses 3 Variables
Variables Used
Web Depth - (Measured in Meter) - Web Depth is the distance between the starting and end of the web ignoring the fillets at both sides.
Depth of Section - (Measured in Meter) - The Depth of Section is the depth of the rectangular cross-section of the beam perpendicular to the axis of consideration.
Distance from Flange to Web Fillet - (Measured in Meter) - The Distance from Flange to Web Fillet is the total distance from the outer face of the flange to the web toe of the fillet.
STEP 1: Convert Input(s) to Base Unit
Depth of Section: 121 Millimeter --> 0.121 Meter (Check conversion ​here)
Distance from Flange to Web Fillet: 18 Millimeter --> 0.018 Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
dc = D-2*k --> 0.121-2*0.018
Evaluating ... ...
dc = 0.085
STEP 3: Convert Result to Output's Unit
0.085 Meter -->85 Millimeter (Check conversion ​here)
FINAL ANSWER
85 Millimeter <-- Web Depth
(Calculation completed in 00.004 seconds)

Credits

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Created by Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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Meerut Institute of Engineering and Technology (MIET), Meerut
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16 Webs under Concentrated Loads Calculators

Reaction of Concentrated Load applied at least Half of Depth of Beam
​ Go Concentrated Load of Reaction = 67.5*Web Thickness^2*(1+3*(Bearing or Plate Length/Depth of Section)*(Web Thickness/Flange Thickness)^1.5)*sqrt(Yield Stress of Steel/(Web Thickness/Flange Thickness))
Reaction of Concentrated Load when Applied at distance at least Half of Beam Depth
​ Go Concentrated Load of Reaction = 34*Web Thickness^2*(1+3*(Bearing or Plate Length/Depth of Section)*(Web Thickness/Flange Thickness)^1.5)*sqrt(Yield Stress of Steel/(Web Thickness/Flange Thickness))
Beam Depth for given Column Load
​ Go Depth of Section = (Bearing or Plate Length*(3*(Web Thickness/Flange Thickness)^1.5))/((Concentrated Load of Reaction/((67.5*Web Thickness^(3/2))*sqrt(Yield Stress of Steel*Flange Thickness))-1))
Length of Bearing for Applied Load at least Half of Depth of Beam
​ Go Bearing or Plate Length = (Concentrated Load of Reaction/((67.5*Web Thickness^(3/2))*sqrt(Yield Stress of Steel*Flange Thickness))-1)*Depth of Section/(3*(Web Thickness/Flange Thickness)^1.5)
Length of Bearing if Column Load is at Distance of Half Beam Depth
​ Go Bearing or Plate Length = (Concentrated Load of Reaction/((34*Web Thickness^(3/2))*sqrt(Yield Stress of Steel*Flange Thickness))-1)*Depth of Section/(3*(Web Thickness/Flange Thickness)^1.5)
Stress when Concentrated Load is Applied Close to Beam End
​ Go Compressive Stress = Concentrated Load of Reaction/(Web Thickness*(Bearing or Plate Length+2.5*Distance from Flange to Web Fillet))
Web Thickness for given Stress Due to Load near Beam End
​ Go Web Thickness = Concentrated Load of Reaction/(Compressive Stress*(Bearing or Plate Length+2.5*Distance from Flange to Web Fillet))
Stress for Concentrated Load Applied at Distance Larger than Depth of Beam
​ Go Compressive Stress = Concentrated Load of Reaction/(Web Thickness*(Bearing or Plate Length+5*Distance from Flange to Web Fillet))
Length of Bearing when Load applied at Distance Larger than Depth of Beam
​ Go Bearing or Plate Length = (Concentrated Load of Reaction/(Compressive Stress*Web Thickness))-5*Distance from Flange to Web Fillet
Web Thickness for Given Stress
​ Go Web Thickness = Concentrated Load of Reaction/(Compressive Stress*(Bearing or Plate Length+5*Distance from Flange to Web Fillet))
Reaction of Concentrated Load given Allowable Compressive Stress
​ Go Concentrated Load of Reaction = Compressive Stress*Web Thickness*(Bearing or Plate Length+5*Distance from Flange to Web Fillet)
Relative Slenderness of Web and Flange
​ Go Slenderness of Web and Flange = (Web Depth/Web Thickness)/(Maximum Unbraced Length/Width of Compression Flange)
Slenderness of Web and Flange given Stiffeners and Concentrated Load
​ Go Slenderness of Web and Flange = ((((Concentrated Load of Reaction*Clear Distance between Flanges)/(6800*Web Thickness^3))-1)/0.4)^(1/3)
Required Stiffeners if Concentrated Load exceeds Load of Reaction R
​ Go Concentrated Load of Reaction = ((6800*Web Thickness^3)/Clear Distance between Flanges)*(1+(0.4*Slenderness of Web and Flange^3))
Clear Distance from Flanges for Concentrated Load with Stiffeners
​ Go Clear Distance between Flanges = ((6800*Web Thickness^3)/Concentrated Load of Reaction)*(1+(0.4*Slenderness of Web and Flange^3))
Web Depth Clear of fillets
​ Go Web Depth = Depth of Section-2*Distance from Flange to Web Fillet

Web Depth Clear of fillets Formula

Web Depth = Depth of Section-2*Distance from Flange to Web Fillet
dc = D-2*k

What is a Fillet?

The Fillet is a medium which is used in welding. Welding refers to the process of joining two pieces of metal together when they are perpendicular or at an angle. These welds are commonly referred to as tee joints, which are two pieces of metal perpendicular to each other, or lap joints, which are two pieces of metal that overlap and are welded at the edges.

What is Web Crippling?

Web Crippling is similar to web buckling, but it happens in the web of the beam when it's subjected to compressive stress. The reaction at support developed due to high concentrated point load on the beam leads to the development of high compressive stresses in the thin web close to the upper flange or lower flange. As a result of this, the thin web may develop a fold at a place close to the flange and this is called web crippling.

How to Calculate Web Depth Clear of fillets?

Web Depth Clear of fillets calculator uses Web Depth = Depth of Section-2*Distance from Flange to Web Fillet to calculate the Web Depth, The Web Depth Clear of fillets formula is defined as the net distance between the web, ignoring the fillet area. Web Depth is denoted by dc symbol.

How to calculate Web Depth Clear of fillets using this online calculator? To use this online calculator for Web Depth Clear of fillets, enter Depth of Section (D) & Distance from Flange to Web Fillet (k) and hit the calculate button. Here is how the Web Depth Clear of fillets calculation can be explained with given input values -> 85000 = 0.121-2*0.018.

FAQ

What is Web Depth Clear of fillets?
The Web Depth Clear of fillets formula is defined as the net distance between the web, ignoring the fillet area and is represented as dc = D-2*k or Web Depth = Depth of Section-2*Distance from Flange to Web Fillet. The Depth of Section is the depth of the rectangular cross-section of the beam perpendicular to the axis of consideration & The Distance from Flange to Web Fillet is the total distance from the outer face of the flange to the web toe of the fillet.
How to calculate Web Depth Clear of fillets?
The Web Depth Clear of fillets formula is defined as the net distance between the web, ignoring the fillet area is calculated using Web Depth = Depth of Section-2*Distance from Flange to Web Fillet. To calculate Web Depth Clear of fillets, you need Depth of Section (D) & Distance from Flange to Web Fillet (k). With our tool, you need to enter the respective value for Depth of Section & Distance from Flange to Web Fillet 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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