Distance of Considered Level from Neutral Axis at Junction of Top of Web Calculator

✖Distance from Neutral Axis is the distance of the considered layer from the neutral layer.ⓘ Distance of Considered Level from Neutral Axis at Junction of Top of Web [y]

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Distance of Considered Level from Neutral Axis at Junction of Top of Web

Formula

`"y" = "d"/2`

Example

`"225mm"="450mm"/2`

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Distance of Considered Level from Neutral Axis at Junction of Top of Web Solution

STEP 0: Pre-Calculation Summary

Formula Used

Distance from Neutral Axis = Inner Depth of I Section/2
y = d/2
This formula uses 2 Variables

Variables Used

Distance from Neutral Axis - (Measured in Meter) - Distance from Neutral Axis is the distance of the considered layer from the neutral layer.
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

Inner Depth of I Section: 450 Millimeter --> 0.45 Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

y = d/2 --> 0.45/2

Evaluating ... ...

y = 0.225

STEP 3: Convert Result to Output's Unit

0.225 Meter -->225 Millimeter (Check conversion here)

FINAL ANSWER

225 Millimeter <-- Distance from Neutral Axis

(Calculation completed in 00.004 seconds)

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Home » Physics » Strength of Materials » Shear Stress In Beam » Shear Stress Distribution for Different Sections » Shear Stress in I Section » Shear Stress Distribution in Web » Distance of Considered Level from Neutral Axis at Junction of Top of Web

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National Institute Of Technology (NIT), Hamirpur

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Indian Institute of Information Technology (IIIT), Guwahati

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< 18 Shear Stress Distribution in Web Calculators

Shear Force in Web

Go Shear Force on Beam = (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))/8+Thickness of Beam Web/2*(Inner Depth of I Section^2/4-Distance from Neutral Axis^2))

Moment of Inertia of I-Section given Shear Stress of Web

Go Moment of Inertia of Area of Section = Shear Force on Beam/(Shear Stress in Beam*Thickness of Beam Web)*(Width of Beam Section/8*(Outer Depth of I section^2-Inner Depth of I Section^2)+Thickness of Beam Web/2*(Inner Depth of I Section^2/4-Distance from Neutral Axis^2))

Shear Stress in Web

Go Shear Stress in Beam = Shear Force on Beam/(Moment of Inertia of Area of Section*Thickness of Beam Web)*(Width of Beam Section/8*(Outer Depth of I section^2-Inner Depth of I Section^2)+Thickness of Beam Web/2*(Inner Depth of I Section^2/4-Distance from Neutral Axis^2))

Thickness of Web given Shear Stress of Web

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-Shear Force on Beam*(Inner Depth of I Section^2-4*Distance from Neutral Axis^2))

Maximum Shear Stress in I Section

Go Maximum Shear Stress on Beam = Shear Force on Beam/(Moment of Inertia of Area of Section*Thickness of Beam Web)*((Width of Beam Section*(Outer Depth of I section^2-Inner Depth of I Section^2))/8+(Thickness of Beam Web*Inner Depth of I Section^2)/8)

Maximum Shear Force in I Section

Go Shear Force on Beam = (Maximum Shear Stress on Beam*Moment of Inertia of Area of Section*Thickness of Beam Web)/((Width of Beam Section*(Outer Depth of I section^2-Inner Depth of I Section^2))/8+(Thickness of Beam Web*Inner Depth of I Section^2)/8)

Moment of Inertia of I-Section given Maximum Shear Stress and Force

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

Thickness of Web given Maximum Shear Stress and Force

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

Moment of Inertia of Section given Shear Stress at Junction of Top of Web

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

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

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 Stress at Junction of Top of Web

Go Shear Stress in Beam = (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*Thickness of Beam Web)

Shear Force at Junction of Top of Web

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))

Thickness of Web

Go Thickness of Beam Web = (2*Moment of Inertia of Area of Section)/((Inner Depth of I Section^2)/4-Distance from Neutral Axis^2)

Moment of Shaded Area of Web about Neutral Axis

Go Moment of Inertia of Area of Section = Thickness of Beam Web/2*(Inner Depth of I Section^2/4-Distance from Neutral Axis^2)

Width of Section given Moment of Flange Area about Neutral Axis

Go Width of Beam Section = (8*Moment of Inertia of Area of Section)/(Outer Depth of I section^2-Inner Depth of I Section^2)

Moment of Flange Area about Neutral Axis

Go Moment of Inertia of Area of Section = (Width of Beam Section*(Outer Depth of I section^2-Inner Depth of I Section^2))/8

Distance of Considered Level from Neutral Axis at Junction of Top of Web

Go Distance from Neutral Axis = Inner Depth of I Section/2

Distance of Considered Level from Neutral Axis at Junction of Top of Web Formula

Distance from Neutral Axis = Inner Depth of I Section/2
y = d/2

Why shear stress is maximum at neutral axis?

The maximum shear stress is located at the neutral axis. As the point moves further from the neutral axis, the value of the shear stress is reduced until it reaches zero at both extremes. On the other hand, if the member is subjected to an axial load, shear stress varies with rotating the element.

How to Calculate Distance of Considered Level from Neutral Axis at Junction of Top of Web?

Distance of Considered Level from Neutral Axis at Junction of Top of Web calculator uses Distance from Neutral Axis = Inner Depth of I Section/2 to calculate the Distance from Neutral Axis, The Distance of considered level from neutral axis at junction of top of web formula is defined as a numerical measurement of how far apart objects or points are. Distance from Neutral Axis is denoted by y symbol.

How to calculate Distance of Considered Level from Neutral Axis at Junction of Top of Web using this online calculator? To use this online calculator for Distance of Considered Level from Neutral Axis at Junction of Top of Web, enter Inner Depth of I Section (d) and hit the calculate button. Here is how the Distance of Considered Level from Neutral Axis at Junction of Top of Web calculation can be explained with given input values -> 225000 = 0.45/2.

FAQ

What is Distance of Considered Level from Neutral Axis at Junction of Top of Web?

The Distance of considered level from neutral axis at junction of top of web formula is defined as a numerical measurement of how far apart objects or points are and is represented as y = d/2 or Distance from Neutral Axis = Inner Depth of I Section/2. Inner Depth of I Section is a measure of distance, the distance between the inner bars of the I-section.

How to calculate Distance of Considered Level from Neutral Axis at Junction of Top of Web?

The Distance of considered level from neutral axis at junction of top of web formula is defined as a numerical measurement of how far apart objects or points are is calculated using Distance from Neutral Axis = Inner Depth of I Section/2. To calculate Distance of Considered Level from Neutral Axis at Junction of Top of Web, you need Inner Depth of I Section (d). With our tool, you need to enter the respective value for 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.

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