Width of Section given Shear Stress at Junction of Top of Web Solution

STEP 0: Pre-Calculation Summary
Formula Used
Width of Beam Section = (Shear Stress in Beam*8*Moment of Inertia of Area of Section*Thickness of Beam Web)/(Shear Force on Beam*(Outer Depth of I section^2-Inner Depth of I Section^2))
B = (𝜏beam*8*I*b)/(Fs*(D^2-d^2))
This formula uses 7 Variables
Variables Used
Width of Beam Section - (Measured in Meter) - Width of Beam Section is the width of the rectangular cross-section of the beam parallel to the axis in consideration.
Shear Stress in Beam - (Measured in Pascal) - Shear Stress in Beam is force tending to cause deformation of a material by slippage along a plane or planes parallel to the imposed stress.
Moment of Inertia of Area of Section - (Measured in Meter⁴) - Moment of Inertia of Area of Section is the second moment of the area of the section about the neutral axis.
Thickness of Beam Web - (Measured in Meter) - Thickness of Beam Web is the thickness of the vertical piece that connects the two flanges.
Shear Force on Beam - (Measured in Newton) - Shear Force on Beam is the force which causes shear deformation to occur in the shear plane.
Outer Depth of I section - (Measured in Meter) - The Outer Depth of I section is a measure of distance, the distance between the outer bars of the I-section.
Inner Depth of I Section - (Measured in Meter) - Inner Depth of I Section is a measure of distance, the distance between the inner bars of the I-section.
STEP 1: Convert Input(s) to Base Unit
Shear Stress in Beam: 6 Megapascal --> 6000000 Pascal (Check conversion ​here)
Moment of Inertia of Area of Section: 0.00168 Meter⁴ --> 0.00168 Meter⁴ No Conversion Required
Thickness of Beam Web: 7 Millimeter --> 0.007 Meter (Check conversion ​here)
Shear Force on Beam: 4.8 Kilonewton --> 4800 Newton (Check conversion ​here)
Outer Depth of I section: 9000 Millimeter --> 9 Meter (Check conversion ​here)
Inner Depth of I Section: 450 Millimeter --> 0.45 Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
B = (𝜏beam*8*I*b)/(Fs*(D^2-d^2)) --> (6000000*8*0.00168*0.007)/(4800*(9^2-0.45^2))
Evaluating ... ...
B = 0.0014554905782976
STEP 3: Convert Result to Output's Unit
0.0014554905782976 Meter -->1.4554905782976 Millimeter (Check conversion ​here)
FINAL ANSWER
1.4554905782976 1.455491 Millimeter <-- Width of Beam Section
(Calculation completed in 00.008 seconds)

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Shear Stress Distribution in Web Calculators

Moment of Inertia of Section given Shear Stress at Junction of Top of Web
​ LaTeX ​ Go Moment of Inertia of Area of Section = (Shear Force on Beam*Width of Beam Section*(Outer Depth of I section^2-Inner Depth of I Section^2))/(8*Shear Stress in Beam*Thickness of Beam Web)
Thickness of Web given Shear Stress at Junction of Top of Web
​ LaTeX ​ Go Thickness of Beam Web = (Shear Force on Beam*Width of Beam Section*(Outer Depth of I section^2-Inner Depth of I Section^2))/(8*Moment of Inertia of Area of Section*Shear Stress in Beam)
Width of Section given Shear Stress at Junction of Top of Web
​ LaTeX ​ Go Width of Beam Section = (Shear Stress in Beam*8*Moment of Inertia of Area of Section*Thickness of Beam Web)/(Shear Force on Beam*(Outer Depth of I section^2-Inner Depth of I Section^2))
Shear Force at Junction of Top of Web
​ LaTeX ​ Go Shear Force on Beam = (8*Moment of Inertia of Area of Section*Thickness of Beam Web*Shear Stress in Beam)/(Width of Beam Section*(Outer Depth of I section^2-Inner Depth of I Section^2))

Width of Section given Shear Stress at Junction of Top of Web Formula

​LaTeX ​Go
Width of Beam Section = (Shear Stress in Beam*8*Moment of Inertia of Area of Section*Thickness of Beam Web)/(Shear Force on Beam*(Outer Depth of I section^2-Inner Depth of I Section^2))
B = (𝜏beam*8*I*b)/(Fs*(D^2-d^2))

What is Width of Section?

The width of the section in structural engineering refers to the horizontal measurement across the cross-section of a structural member, such as a beam or column. This measurement is crucial for various calculations and design considerations in the analysis of structural components.

How to Calculate Width of Section given Shear Stress at Junction of Top of Web?

Width of Section given Shear Stress at Junction of Top of Web calculator uses Width of Beam Section = (Shear Stress in Beam*8*Moment of Inertia of Area of Section*Thickness of Beam Web)/(Shear Force on Beam*(Outer Depth of I section^2-Inner Depth of I Section^2)) to calculate the Width of Beam Section, The Width of Section given Shear Stress at Junction of Top of Web formula is defined as the width of a section at the junction of the top of the web in an I-section beam, which is a critical parameter in determining the beam's structural integrity and resistance to shear stress. Width of Beam Section is denoted by B symbol.

How to calculate Width of Section given Shear Stress at Junction of Top of Web using this online calculator? To use this online calculator for Width of Section given Shear Stress at Junction of Top of Web, enter Shear Stress in Beam (𝜏beam), Moment of Inertia of Area of Section (I), Thickness of Beam Web (b), Shear Force on Beam (Fs), Outer Depth of I section (D) & Inner Depth of I Section (d) and hit the calculate button. Here is how the Width of Section given Shear Stress at Junction of Top of Web calculation can be explained with given input values -> 1455.491 = (6000000*8*0.00168*0.007)/(4800*(9^2-0.45^2)).

FAQ

What is Width of Section given Shear Stress at Junction of Top of Web?
The Width of Section given Shear Stress at Junction of Top of Web formula is defined as the width of a section at the junction of the top of the web in an I-section beam, which is a critical parameter in determining the beam's structural integrity and resistance to shear stress and is represented as B = (𝜏beam*8*I*b)/(Fs*(D^2-d^2)) or Width of Beam Section = (Shear Stress in Beam*8*Moment of Inertia of Area of Section*Thickness of Beam Web)/(Shear Force on Beam*(Outer Depth of I section^2-Inner Depth of I Section^2)). Shear Stress in Beam is force tending to cause deformation of a material by slippage along a plane or planes parallel to the imposed stress, Moment of Inertia of Area of Section is the second moment of the area of the section about the neutral axis, Thickness of Beam Web is the thickness of the vertical piece that connects the two flanges, Shear Force on Beam is the force which causes shear deformation to occur in the shear plane, The Outer Depth of I section is a measure of distance, the distance between the outer bars of the I-section & Inner Depth of I Section is a measure of distance, the distance between the inner bars of the I-section.
How to calculate Width of Section given Shear Stress at Junction of Top of Web?
The Width of Section given Shear Stress at Junction of Top of Web formula is defined as the width of a section at the junction of the top of the web in an I-section beam, which is a critical parameter in determining the beam's structural integrity and resistance to shear stress is calculated using Width of Beam Section = (Shear Stress in Beam*8*Moment of Inertia of Area of Section*Thickness of Beam Web)/(Shear Force on Beam*(Outer Depth of I section^2-Inner Depth of I Section^2)). To calculate Width of Section given Shear Stress at Junction of Top of Web, you need Shear Stress in Beam (𝜏beam), Moment of Inertia of Area of Section (I), Thickness of Beam Web (b), Shear Force on Beam (Fs), Outer Depth of I section (D) & Inner Depth of I Section (d). With our tool, you need to enter the respective value for Shear Stress in Beam, Moment of Inertia of Area of Section, Thickness of Beam Web, Shear Force on Beam, Outer Depth of I section & Inner Depth of I Section 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 Width of Beam Section?
In this formula, Width of Beam Section uses Shear Stress in Beam, Moment of Inertia of Area of Section, Thickness of Beam Web, Shear Force on Beam, Outer Depth of I section & Inner Depth of I Section. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Width of Beam Section = (8*Moment of Inertia of Area of Section)/(Outer Depth of I section^2-Inner Depth of I Section^2)
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